2023-02-16 V. A. 23-001-TRC 11/17/22 Minor Subdivision PlansSHEET INDEX:
SHEET
C000:
TITLE SHEET
SHEET
C001:
GENERAL
NOTES & SPECIFICATIONS
SHEET
CD001:
BLOCK
110
EXISTING CONDITION,
DEMOLITION,AND SEDIMENT
CONTROL PLAN
SHEET
CDO02:
BLOCK
121
EXISTING CONDITION,
DEMOLITION,AND SEDIMENT
CONTROL PLAN
SHEET
C201:
BLOCK
110
HORIZONTAL CONTROL,
STRIPPING AND SIGNAGE
PLAN
SHEET
C202:
BLOCK
121
HORIZONTAL CONTROL,
STRIPPING AND SIGNAGE
PLAN
SHEET
C301:
BLOCK
110
PAVING, GRADING &
DRAINAGE PLAN
SHEET
C302:
BLOCK
121
PAVING, GRADING &
DRAINAGE PLAN
SHEET
C401:
BLOCK
110
OVERALL SEWERLINE
PLAN
SHEET
C402:
BLOCK
121
OVERALL SEWERLINE
PLAN
SHEET
C501:
BLOCK
110
OVERALL WATERLINE
PLAN
SHEET
C502:
BLOCK
121
OVERALL WATERLINE
PLAN
SHEET
C600:
DETAILS
—
1
SHEET
C601:
DETAILS
—
2
SHEET
C602:
DETAILS
3
SHEET
C603:
DETAILS
—
4
SHEET
C604:
DETAILS
—
5
SHEET
C701:
BLOCK
110
LANDSCAPING PLAN
SHEET
C702:
BLOCK
121
LANDSCAPING PLAN
MINOR SUBDIVISION
GLENWOOD PARK
LOCATED IN SECTION 15, TOWNSHIP 37 SOUTH., RANGE 35 EAST
OKEECHOBEE CITY, FLORIDA
III CALL 48 HOURS BEFORE
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GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
1 inch = 60 ft.
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1
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NW 7m St
NW Sth St
NW Ath S1
NW 3rd St
NW 1st SI
Park St
n
SITE
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` Quarters
R
NW gill S
NW Bill Sl
` NW 71h St
NW 7m 5;
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NW 6th St
NW Sth St
NW Ath St
NF Am St
n
NW 3rd St
i
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M4 2nd St
a
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Park St
Okeechobee
a5
SE Ath St
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SW 6th St
SE 6th St
TN 81h St
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LOCATION MAP
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SE 27th St y
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SF 32nd St_
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VICINITY MAP
N.T.S. N.T.S.
LOT 1 THROUGH 12, INCLUSIVELY, BLOCK 110, CITY OF OKEECHOBEE, PLAT BOOK
5, PAGE 5, OKEECHOBEE COUNTY, FLORIDA.
LOT 1 THROUGH 12, INCLUSIVELY, BLOCK 121, CITY OF OKEECHOBEE, PLAT BOOK
5, PAGE 5, OKEECHOBEE COUNTY, FLORIDA.
BEACH
PIERCE
)RT ST. LUCIE
TUART
JUPITER
WEST PALM B
1. THE SURVEY DATE IS MARCH 18, 2021.
2. THIS IS A BOUNDARY SURVEY, AS DEFINED IN CHAPTER 5J-17.050(11) OF
THE FLORIDA ADMINISTRATIVE CODE.
3, THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID
WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
4. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN
THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT
OF THE SIGNING PARTY OR PARTIES.
5. BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, AND ARE
REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST
ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT, THE BEARING
BASE FOR THIS SURVEY IS THE CENTERLINE OF NORTHEAST 4TH STREET
BETWEEN BLOCKS 110 AND 121, SAID LINE BEARS N 89°47'50" E AND ALL
OTHER BEARINGS ARE RELATIVE THERETO.
6. THIS SURVEY DOES NOT HAVE THE BENEFIT OF A CURRENT TITLE
COMMITMENT, OPINION, OR ABSTRACT. DURING THE COURSE OF THE SURVEY
SOME SEARCHES OF THE PUBLIC RECORDS WERE MADE, BUT THESE
SEARCHES WERE NOT EXHAUSTIVE AND SHOULD NOT BE CONSIDERED A
SUBSTITUTE FOR A PROPER TITLE COMMITMENT, OPINION, OR ABSTRACT
OBTAINED FROM A TITLE AGENCY OR OTHER TITLE PROFESSIONAL.
7. THE LEGAL DESCRIPTION OF THE LAND CONTAINED IN THIS BOUNDARY
SURVEY IS BASED ON THE DESCRIPTION RECORDED IN OFFICIAL RECORDS
BOOK 786, PAGE 1593, AND OFFICIAL RECORDS BOOK 816, PAGE 970 AS
RECORDED IN THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA.
8. THIS SURVEY DELINEATES THE LOCATIONS OF THE LEGAL DESCRIPTIONS ON
THE GROUND, BUT DOES NOT DETERMINE OWNERSHIP OR PROPERTY RIGHTS.
9. ADJOINING PROPERTY INFORMATION WAS OBTAINED FROM OKEECHOBEE
COUNTY PROPERTY APPRAISER OFFICE AND PER PLAT.
10. AERIAL IMAGERY SHOWN HEREON WAS OBTAINED FROM THE LAND BOUNDARY
INFORMATION SYSTEM (LABINS) DATED 2018 AND IS SHOWN FOR
INFORMATIONAL PURPOSES ONLY.
11. SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE X PER FEMA MAP NUMBER
12093C, PANEL NUMBER 0485C, WITH AN EFFECTIVE DATE OF 07/16/15.
H
GENERAL NOTES EROSION AND SEDIMENTATION CONTROL NOTES - (CONTINUED) CONTINUED:
1.
CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
2.
ANY DISCREPANCIES
ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE
COMMENCING WORK.
3.
CONTRACTOR SHALL
OBTAIN ALL REQUIRED BUILDING PERMITS BEFORE COMMENCING WORK.
4.
CONTRACTOR SHALL
BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL
CONTACT ALL
CONCERNED UTILITIES AT
LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS.
5.
NO FIELD CHANGES
OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER.
6.
ALL CONSTRUCTION
SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF CITY OF
OKEECHOBEE, FLORIDA.
7.
CONTRACTOR SHALL
SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB -GRADE AND BASE. TESTS SHALL
BE PREPARED PER
AASHTO T-180 METHOD.
8.
SLOPE GRADES FROM
ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE.
9.
ENGINEER SHALL BE
NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION.
10.
ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D. STANDARDS.
11. EROSION AND SEDIMENTATION CONTROL TECHNIQUES SHALL BE INCORPORATED DURING CONSTRUCTION AS FOLLOWS:
(1) SILT SCREENS SHALL BE MAINTAINED AT THE PROJECT PERIMETER.
(2) NO OFF -SITE DISCHARGES SHALL OCCUR DURING CONSTRUCTION. IN THE EVENT DISCHARGE IS REQUIRED, HAY BALES AND/OR
TURBIDITY CURTAINS SHALL BE INCORPORATED AT THE DISCHARGE POINT AS NECESSARY TO CONTROL TURBIDITY.
EROSION AND SEDIMENTATION CONTROL NOTES
CONSTRUCTION ACTIVITIES CAN RESULT
IN THE GENERATION OF SIGNIFICANT AMOUNTS OF
POLLUTANTS WHICH MAY REACH
SURFACE OR
GROUND WATERS. ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS IS SEDIMENT
DUE TO EROSION. EXCESSIVE
QUANTITIES OF
SEDIMENT WHICH REACH WATER BODIES
OF FLOODPLAINS HAVE BEEN SHOWN TO ADVERSELY
AFFECT THEIR PHYSICAL, BIOLOGICAL AND
CHEMICAL PROPERTIES. TRANSPORTED
SEDIMENT CAN OBSTRUCT STREAM CHANNELS, REDUCE
HYDRAULIC CAPACITY OF WATER
BODIES
OF FLOODPLAINS, REDUCE THE DESIGN
CAPACITY OF CULVERTS AND OTHER WORKS, AND
ELIMINATE ETHIC INVERTEBRATES
AND FISH
SPAWNING SUBSTRATES BY SILTATION.
EXCESSIVE SUSPENDED SEDIMENTS REDUCE LIGHT
PENETRATION AND THEREFORE,
REDUCE
PRIMARY PRODUCTIVITY.
MINIMUM STANDARDS:
1. SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL
BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTRIBUTING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UNSLOPE LAND
DISTURBANCE TAKES PLACE.
2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE
CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT
BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES.
3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE
IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED
AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION
SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.
4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING
MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL
STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED.
PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE
REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY
AFTER INSTALLATION.
7. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO
THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO
ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN
SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN.
8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES
SHALL BE CORRECTED IMMEDIATELY.
9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR
PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT
ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE
SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET
PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE
CHANNEL AND RECEIVING CHANNEL.
13. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL
SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE
MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE
STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS.
14. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES, A TEMPORARY STREAM CROSSING CONSTRUCTED OF
NONERODIBLE MATERIAL SHALL BE PROVIDED.
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16. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED
PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT
LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY.
17. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER
APPLICABLE CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE,
OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.
D. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
ENGINEER OF RECORD INSPECTION REQUIREMENTS
F.B.V.
DENSITY
L.B.R.
THICKNESS
MAX. SPACING
MAX. SPACING
MAX. SPACING
MAX. SPACING
LINEAR
SQUARE
LINEAR
SQUARE
LINEAR
SQUARE
LINEAR
SQUARE
FEET
FEET
FEET
FEET
FEET
FEET
FEET
FEET
COMPACTED OR
STABILIZED GRADE
200
5,000
200
5,000
200
5,000
300
10,000
ROCK BASE
----
----
300
10,000
300
10,000
300
10,000
SHELL ROCK
----
----
300
10,000
----
----
300
10,000
ASPHALT
----
----
----
----
---
PER
PER
INSP.
I INSP.
TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 121, INSIDE THE L
EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT INSIDE OF THE RIGHT EDGE
FT
18. WHERE
CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE
THE CONTRACTOR SHALL COMPLY WITH CHAPTER
90-96, LAWS OF FLORIDA, WHICH REQUIRES THE CONTRACTOR PERFORMING TRENCH
TRANSPORT
OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE, WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE
EXCAVATIONS OVER FIVE FEET IN DEPTH COMPLY
WITH ALL APPLICABLE TRENCH SAFETY STANDARDS AND SHORING REQUIREMENTS AS
WITH CURBS
AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED
SET FORTH IN THE OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION'S (OSHA) EXCAVATION AND SAFETY STANDARDS, 29 C.F.R.
FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL
19926.650, SUB -PART P AND INCORPORATED AS
THE STATE OF FLORIDA STANDARD, AS REVISED AND/OR UPDATED. THE COST OF
BE ALLOWED
ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS
COMPLIANCE WITH THIS REQUIREMENT SHALL BE
INCLUDED AS A SEPARATE LINE ITEM ON THE CONTRACTOR'S BID. OTHERWISE,
WELL AS TO
LARGER LAND- DISTRIBUTING ACTIVITIES.
CONTRACTOR CERTIFIES THAT THE COST OF COMPLIANCE IS INCLUDED IN THE UNIT COST OF ALL ITEMS OF WORK TO WHICH THIS
REQUIREMENT APPLIES.
19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE
STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE REVIEWER. DISTURBED SOIL
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER
EROSION AND SEDIMENTATION.
20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITE SHALL BE PROTECTED FROM SEDIMENT DISPOSITION AND
EROSION.
■ ,:I_G9■ 1•,CZ■111=■lG' .`P.[0lll■ 1•.l=■]■7_1.»Il•II<K■]R M@a[a1■IRVi91P.<KNaU`I1[NIt■]i7_Z■l:■,:I_G9M
22. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102 AND 103 OF FDOT
ROADWAY AND TRAFFIC DESIGN STANDARDS.
23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE EROSION CONTROL CRITERIA DUE TO SITE SPECIFIC
CONDITIONS.
EARTHWORK AND DRAINAGE SPECIFICATION
1 . CLEARING AND GRUBBING:
CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN THE LIMITS OF THE PROJECT WORK IN ACCORDANCE WITH SECTION 110,
FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) SPECIFICATIONS. THIS ITEM SHALL INCLUDE, BUT IS NOT LIMITED TO, THE COMPLETE
REMOVAL AND LEGAL DISPOSAL OF ALL TREES, BRUSH, STUMPS, ROOTS, GRASS, WEEDS, RUBBISH AND OTHER UNDESIRABLE MATERIAL
TO A DEPTH OF 18 INCHES BELOW NATURAL GROUND OR PROPOSED FINISHED GRADE, WHICHEVER IS LOWER. THE AREAS TO BE
CLEARED GENERALLY CONSIST OF THE ENTIRE SITE WITH THE EXCEPTION OF AREAS SPECIFICALLY NOTED ON THE LANDSCAPE PLANS AS
PRESERVE AREAS OR AS AREAS TO REMAIN UN -CLEARED. CARE SHALL BE TAKEN TO INSURE THAT NO PRESERVE AREAS OR WETLAND
AREAS ARE IMPACTED BY THE CLEARING OPERATION. PRIOR TO INITIATING THE CLEARING OPERATION, ALL ADJACENT WETLAND AND
PRESERVE AREAS SHALL BE MARKED AND FLAGGED IN ACCORDANCE WITH THE CITY OF OKEECHOBEE AND SOUTH FLORIDA WATER
MANAGEMENT DISTRICT (SFWMD) REQUIREMENTS ALL SUCH AREAS IMMEDIATELY ADJACENT TO THE CLEARING OPERATION SHALL ALSO
BE PROTECTED BY THE INSTALLATION OF TEMPORARY SILT BARRIERS IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF
OKEECHOBEE AND THE SFWMD. FURTHER EROSION CONTROL SHALL BE ACCOMPLISHED BY SEEDING AND MULCHING ALL DISTURBED
AREAS AS SOON AS THEY ARE AT FINAL GRADE, PER THE SPECIFICATIONS FOR SEEDING AND MULCHING FOUND ELSEWHERE ON THIS
SHEET.
ALL MATERIAL SHALL BE REMOVED FROM THE SITE AND SHALL BE LEGALLY DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND
FEDERAL REQUIREMENTS.
2.EARTHWORK AND GRADING:
ALL EARTHWORK AND GRADING SHALL BE PERFORMED AS REQUIRED TO ACHIEVE THE FINAL GRADES, TYPICAL SECTIONS AND ELEVATIONS
SHOWN ON THE PLANS. IN ALL OTHER RESPECTS, MATERIALS AND CONSTRUCTION METHODS FOR EARTHWORK, EMBANKMENT,
EXCAVATION AND GRADING SHALL CONFORM TO THE REQUIREMENTS OF FDOT SPECIFICATIONS, SECTION 120. ANY PLASTIC OR
OTHERWISE UNDESIRABLE MATERIAL WITHIN 36 INCHES OF FINISHED ROAD GRADE SHALL BE REMOVED AND REPLACED WITH SUITABLE
MATERIAL. THE CONTRACTOR SHALL ALSO REFER TO THE SOILS REPORT, IF AVAILABLE. THE SPECIFICATIONS AND RECOMMENDATIONS
INCLUDED IN THAT REPORT SHALL BE CONSIDERED AS A PART OF THESE PLANS AND SPECIFICATIONS. SHOULD THERE BE ANY
CONFLICT BETWEEN THAT DOCUMENT AND ANY REQUIREMENTS OF THESE DRAWINGS OR SPECIFICATIONS, THE MOST RESTRICTIVE
REQUIREMENT SHALL GOVERN.
C1!lau►[e>■IINA=91•/0a0111611
ALL AREAS PROPOSED FOR PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DESIGN GRADES AND TYPICAL SECTIONS SHOWN
ON THE DRAWINGS, AND IN CONFORMANCE TO THE REQUIREMENTS OF THE CITY OF OKEECHOBEE AND FLORIDA DEPARTMENT OF
TRANSPORTATION.
A. ASPHALT: PRIME COAT AND TACK COAT FOR BASE COURSE AND BETWEEN LIFTS OF ASPHALT SHALL CONFORM TO THE
REQUIREMENTS OF SECTIONS 300-1 THROUGH 300-7 OF THE FDOT SPECIFICATIONS. PRIME COAT SHALL BE APPLIED AT A
RATE OF 0.25 GALLONS PER SQUARE YARD AND TACK COAT AT A RATE OF 0.10 GALLONS PER SQUARE YARD, UNLESS
OTHERWISE APPROVED BY THE ENGINEER.
ASPHALT SURFACE COURSE THICKNESS AND MATERIAL SHALL BE AS SHOWN ON THE TYPICAL SECTIONS AND SHALL IN ALL
WAYS CONFORM TO THE REQUIREMENTS OF FDOT.
B. BASE: LIMEROCK BASE MATERIAL SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO T-180. ALL LIMEROCK
SHALL MEET THE MINIMUM REQUIREMENTS OF FDOT SECTION 911. AS AN ALTERNATE, CEMENTED COQUINA CONFORMING TO
FDOT SECTION 915 MAY BE SUBSTITUTED AND SHALL BE SUBJECT TO THE COMPACTION SPECIFICATIONS DETAILED ABOVE AND
INCLUDED IN THE SOILS ENGINEER'S REPORT.
C. SUB -GRADE: SUB -GRADE SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO T-180, AND STABILIZED TO A
MINIMUM FBV OF 50PS1. SUB -GRADE SHALL BE THOROUGHLY ROLLED WITH A PNEUMATIC TIRED ROLLER PRIOR TO
SCHEDULING ANY SUB -GRADE INSPECTION.
D. VALLEY GUTTER/ F-CURB/D-CURB/FLUSH CURB: SHALL BE CONSTRUCTED PER THE TYPICAL SECTION BY EXTRUDING MACHINE
OR FORMS AS SHOWN ON THE PLANS. MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,000PSI AFTER 28 DAYS.
SUB -GRADE SHALL BE MOISTENED AT THE TIME CONCRETE IS PLACED TO INSURE A UNIFORMLY DAMP SURFACE. READY -MIX
CONCRETE SHALL HAVE A SLUMP OF BETWEEN 2 AND 4 INCHES. NO WATER SHALL BE ADDED TO INCREASE WORKABILITY.
TEST CYLINDERS SHALL BE MADE FOR THE STRENGTH TESTING OF EACH BATCH OF CONCRETE FOR AT LEAST 7 AND 28 DAY
TESTING.
E. SOD: A MINIMUM OF A TWO -FOOT WIDE STRIP OF SOD, OR AS OTHERWISE SHOWN ON THE PLANS, SHALL BE PLACED ALONG
THE BACK OF CURB OF ALL CONSTRUCTED PAVEMENT TO AID IN PREVENTION OF EROSION AND SOIL STABILITY. SOD SHALL BE
PLACED IN CONFORMANCE TO FDOT SECTION 570, 575 AND 981. GENERALLY, THE SODDING REQUIREMENTS SHALL BE AS
SPECIFIED ON THE LANDSCAPE PLANS, PREPARED BY OTHERS.
F. SEED, FERTILIZE AND MULCH: ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, FERTILIZER AND MULCH UPON
COMPLETION AND ACCEPTANCE BY ENGINEER OF FINAL GRADING. SEED, FERTILIZER AND MULCH SHALL BE IN CONFORMANCE
TO FDOT SECTIONS 570, 575 AND 981. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAND OF GRASS SUFFICIENT
TO PREVENT EROSION PRIOR TO REMOVAL OF THE TEMPORARY SILT FENCES. THIS APPLIES ONLY TO THOSE AREAS NOT
COVERED BY THE SODDING SPECIFIED IN THE LANDSCAPE PLANS, PREPARED BY OTHERS.
G. TESTING: THE CONTRACTOR SHALL SECURE THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT
ALL REQUIRED TESTING ON SUB -GRADE, BASE, ASPHALT AND CONCRETE. LOCATIONS REQUIRED FOR THESE TESTS SHALL BE
AS REQUIRED BY THE CITY OF OKEECHOBEE, AND/OR IN THE CASE OF THE TURN -LANE IMPROVEMENTS AS REQUIRED BY THE
CITY OF OKEECHOBEE. AT A MINIMUM, TESTING SHALL BE AS RECOMMENDED BY FDOT. SHOULD ANY TESTS FAIL, CONTRACTOR
SHALL AT HIS OWN EXPENSE, REPAIR THE DEFICIENCIES AND RETEST THE WORK UNTIL COMPLIANCE WITH THE SPECIFICATIONS
IS DEMONSTRATED.
H. TRAFFIC CONTROL: THE INSTALLATION OF TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE TO THE REQUIREMENTS OF
THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, THE CITY OF OKEECHOBEE. MAINTENANCE OF TRAFFIC DURING
CONSTRUCTION SHALL BE AS REQUIRED BY FDOT.
4.DRAINAGE IMPROVEMENTS:
ALL LABOR, MATERIALS AND CONSTRUCTION METHODS SHALL BE IN CONFORMANCE TO THE MINIMUM ENGINEERING AND CONSTRUCTION
STANDARDS OF THE CITY OF OKEECHOBEE AND FDOT SPECIFICATIONS. TRENCH EXCAVATION AND BACK -FILLING OPERATIONS SHALL
MEET OR EXCEED THE REQUIREMENTS OF FDOT SPECIFICATIONS, SECTION 125. THE CONTRACTOR SHALL PROVIDE THE NECESSARY
BACK -FILL COMPACTION TESTING REQUIRED TO DEMONSTRATE COMPLIANCE WITH THIS SECTION. THE PIPE TRENCH SHALL BE DRY
WHEN PIPE IS LAID AND THE PIPE SHALL BE BEDDED PER THE DETAILS AND PER FDOT SPECIFICATIONS.
ENGINEER OF RECORD INSPECTION REQUIREMENTS
CONTRACTOR TO CALL CONTRACT ENGINEER OF RECORD
48 HOURS ADVANCE FOR FOLLOWING INSPECTIONS:
1. PRECONSTRUCTION MEETING
2. DRAINAGE PIPE (UNCOVERED)
3. PAVEMENT SUBGRADE
4. PAVEMENT BASE
5. FINAL
A. REINFORCED CONCRETE PIPE (RCP): RCP SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATIONS C-76, CLASS III,
WALL THICKNESS "B", LATEST REVISION. ALL JOINTS SHALL BE SOIL -TIGHT. PIPE GASKET SHALL CONFORM TO FDOT
SPECIFICATIONS, SECTION 942.
B. CORRUGATED METAL PIPE (CMP): ALL CMP SHALL BE STEEL, ROUND, HELICAL -WOUND CORRUGATED PIPE CONFORMING TO
AASHTO-M 36 AND FDOT SECTION 943. PIPE ENDS AT JOINTS SHALL BE REFORMED TO A MINIMUM OF 2 ANNULAR
CORRUGATIONS FOR THE COMPLETE BAND WIDTH. ALL JOINTS SHALL BE SOIL -TIGHT. ALL CONNECTING BANDS SHALL BE
CORRUGATED ANNULAR COUPLING BANDS. A NEOPRENE GASKET OF AT LEAST 7 INCHES WIDE BY 3/8 INCH THICK SHALL BE
USED FOR ALL PIPES OF 36-INCH DIAMETER AND SMALLER. LARGER PIPE SIZES REQUIRE GASKETS OF AT LEAST 10-1/2
INCHES IN WIDTH. ALL CMP SHALL BE INSTALLED AT MAXIMUM LENGTHS TO REDUCE THE NUMBER OF JOINTS.
C. CORRUGATED ALUMINUM PIPE (CAP): ALL CAP SHALL BE ALUMINUM ALLOY, ROUND, HELICAL -WOUND CORRUGATED PIPE
CONFORMING TO AASHTO-M 196 AND FDOT SECTION 945. PIPE ENDS AT JOINTS SHALL BE REFORMED TO A MINIMUM OF 2
ANNULAR CORRUGATIONS FOR THE COMPLETE BAND WIDTH. ALL JOINTS SHALL BE SOIL -TIGHT. ALL CONNECTING BANDS SHALL
BE CORRUGATED ANNULAR COUPLING BANDS. A NEOPRENE GASKET OF AT LEAST 7 INCHES WIDE BY 3/8 INCH THICK SHALL
BE USED FOR ALL PIPES OF 36-INCH DIAMETER AND SMALLER. LARGER PIPE SIZES REQUIRE GASKETS OF AT LEAST 10-1/2
INCHES IN WIDTH. ALL CAP SHALL BE INSTALLED AT MAXIMUM LENGTHS TO REDUCE THE NUMBER OF JOINTS.
D. CORRUGATED HIGH
DENSITY POLYETHYLENE PIPE (HDPE): ALL HDPE PIPE SHALL
BE
RESIN CONFORMING TO ASTM
D3350
MINIMUM CELL CLASSIFICATION 435400C,
ROUND, ONLY ANNULAR CORRUGATIONS
AND
CONFORMING TO FDOT SECTION 948-2.3.
ALL JOINTS SHALL
BE SOIL -TIGHT. ALL
CONNECTING BANDS SHALL BE CORRUGATED
ANNULAR COUPLING BANDS.
A NEOPRENE
GASKET OF AT LEAST 7 INCHES WIDE BY
3/8 INCH THICK SHALL BE USED FOR
ALL
PIPES OF 36-INCH DIAMETER
AND
SMALLER. LARGER
PIPE SIZES REQUIRE
GASKETS OF AT LEAST 10-1/2 INCHES
IN
WIDTH. ALL HDPE SHALL BE
INSTALLED AT
MAXIMUM LENGTHS
TO REDUCE THE NUMBER OF JOINTS.
E. CONTECH A-2000 PVC DRAINAGE PIPE (A-2000): ALL A-2000 CORRUGATED PIPE WITH A SMOOTH INTERIOR SHALL CONFORM
TO THE REQUIREMENTS OF ASTM DESIGNATION F949 & F794 DUAL WALL CORRUGATED PROFILE (DWCP) PIPE. PIPE AND
FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM VISIBLE CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER
INJURIOUS DEFECTS. PIPE SHALL BE MANUFACTURED TO 46 PSI STIFFNESS WHEN TESTED IN ACCORDANCE WITH ASTM TEST
METHOD D2412. THERE SHALL BE NO EVIDENCE OF SPLITTING, CRACKING OR BREAKING WHEN THE PIPE IS TESTED PER ASTM
TEST METHOD D2412 AND F949 SECTION 7.5. THE PIPE SHALL BE MADE OF PVC COMPOUND HAVING A MINIMUM CELL
CLASSIFICATION OF 12454B AS DEFINED IN ASTM SPECIFICATION D1784.
F. PVC DRAINAGE PIPE: PVC DRAINAGE PIPE SHALL BE C-900 WITH PUSH -ON JOINTS (NO GLUED JOINTS) AND SHALL BE AS
SPECIFIED FOR SANITARY SEWER CONSTRUCTION, EXCEPT THAT IT SHALL BE WHITE IN COLOR. ANY PORTION OF THE PVC
STORM PIPE THAT MAY BE EXPOSED TO SUNLIGHT, SUCH AS ITS OUTLET TO THE DETENTION POND, SHALL BE PAINTED TO
PROTECT IT FROM UV LIGHT.
G. INLETS, MANHOLES, AND JUNCTION BOXES: ALL DRAINAGE INLETS, MANHOLES, AND JUNCTION BOXES SHALL BE PRECAST
CONCRETE CONFORMING TO ASTM C-478 AND 64T. ALL CONCRETE SHALL HAVE NOT LESS THAN 4000-PSI COMPRESSIVE
STRENGTH AT 28 DAYS. STRUCTURE SECTIONS SHALL BE JOINED WITH A MASTIC SEALING COMPOUND. THE REMAINING SPACE
SHALL BE FILLED WITH THE CEMENT MORTAR AND FINISHED SO AS TO PRODUCE A SMOOTH CONTINUOUS SURFACE INSIDE AND
OUTSIDE THE WALL SECTIONS. ALL OPENINGS IN PRECAST STRUCTURES SHALL BE CAST AT THE TIME OF MANUFACTURE. HOLES
FOR PIPING SHALL BE SIX INCHES LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. ALL SPACES BETWEEN THE
MANHOLE AND THE PIPE SHALL BE COMPLETELY FILLED WITH MORTAR AND FINISHED SMOOTH. MORTAR USED FOR CONCRETE
STRUCTURES SHALL CONFORM TO M C-270. MORTAR MATERIAL SHALL BE MIXED ONE PART TYPE 2 PORTLAND CEMENT TO TWO
PARTS AGGREGATE BY VOLUME. PORTLAND CEMENT SHALL CONFORM TO ASTM C-144 AND AGGREGATE SHALL CONFORM TO
ASTM C-144. THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP DRAWINGS OF ALL PRECAST STRUCTURES FOR HIS
APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW ALL DIMENSION, REINFORCING STEEL AND SPECIFICATIONS.
STORM MANHOLES SHALL BE CONSTRUCTED WITH A TRAFFIC BEARING CAST-IRON SLOTTED GRATE.
H. TRENCH BACKFILL SHALL BE AS SHOWN IN THE DRAINAGE DETAILS. IN ADDITION, TESTING UNDER PAVED AREAS SHALL BE AS
FOLLOWS: ONE TEST LOCATION MIDWAY BETWEEN STRUCTURES AND ONE TEST LOCATION ADJACENT TO EACH STRUCTURE.
ENGINEER MAY REQUEST ADDITIONAL LOCATIONS. TESTING IN EACH LOCATION SHALL BEGIN IN THE FIRST FOOT ABOVE THE
CULVERT WITH TESTS EVERY TWO FEET TO WITHIN TWO FEET OF THE SUB -GRADE. DENSITY SHALL BE TO 100 PERCENT OF
MAXIMUM AS DETERMINED BY AASHTO T-99.
I. CONTROL STRUCTURES: SHALL BE CONSTRUCTED PER THE ABOVE SPECIFICATIONS FOR INLETS, MANHOLES, AND JUNCTION
BOXES EXCEPT THAT THE STRUCTURES SHALL INCLUDE THE BLEEDERS AND WEIRS AS SHOWN ON THE DETAIL.
J. RIP -RAP ENERGY DISSIPATERS: SHALL BE CONSTRUCTED PER THE DETAILS AND AS SHOWN ON THE DRAWINGS AT THE
CONTROL STRUCTURES AND THE DOWNSTREAM BUBBLE -UP STRUCTURES. THE RUBBLE SHALL BE OF MATERIAL AND PLACED IN
ACCORDANCE TO FDOT SECTION 530-2.3 (MATERIAL) AND FDOT SECTION 530-3.3 (CONSTRUCTION METHODS). SHOULD BROKEN
CONCRETE BE USED AS THE RUBBLE, IT SHALL BE FREE FROM REINFORCING BARS OR WIRE MESH. THE CONTRACTOR SHALL
USE CARE IN THE PLACEMENT OF THE STONE SO THAT IT IS NOT DROPPED ON THEW FABRIC IN SUCH A FASHION THAT TEARS
THE FABRIC. THE FABRIC SHALL BE AS SPECIFIED IN FDOT SECTION 985 AND SHALL BE OF THE WOVEN DESIGN AND AS
SPECIFIED FOR USE WITH RIPRAP PER TABLE 1 OF THIS SECTION. THE BEDDING STONE SHALL BE OF THE TYPE TYPICALLY
USED FOR DRAINFIELD ROCK AND SHALL MEET THE REQUIREMENTS OF FDOT FOR DRAINFIELD ROCK.
7.4'
2� 3'
27.4'
w
7'
7.6'
27.7' -27.7' 27.6'
27.7'
27.8'
27.8'
Q
w
N�
Q
z
J
U
U
'7.5'
f27.5'
�27.4' �27.7' 27.3'
LU
LU
Q
ID
N
Z
27.3'
-27.8
NE STH STREET
x27.2-
CIL NE 5TH STREET (F)
CIL NE I 1 TH STREET (P)
EDGE OF PAVEMENT
1 18" CMP 26.2'
INV. ELEV. = 23.25
26 1'
T
x27.6' 78 CMP
'25.
TOE of SLOPE INV. ELEV. = 23.34
sD
- FND 518" IRON ROD
0" OAK 014" TREE NO IDENTIFICATION
moo-
5'
x26.6' _ _ _ _ -N89° 43x25461_,E
2�- _ _
T
27. �0 50.00' ( 50.00' (P) 50.00 (P 50.00 (P) 50.00 (P)
23.8'
27.
26.
26.9' .r
26.9' 127.2' 26.9'
+26
126.2'
26. 1'
x25.9'
u26.0'
.RK f40002
IAIL & DISC
37 ILLEGIBLE
1058969.50
711817.98
MATCHLINE SHEET CD01
MATCHL_INE SEE SHEET CD02
ti
w
0
w
+26.0'
26.0'
26. 0'
x26. 1'
26. 1' �x26. 1'
FND 518 IRON ROD 024" PINE 01�„ OT,
0-,L ,. x 24.
NO IDENTIFICATION 020" OAK
018" OA <4�OAK
0 0 1 014" OAKO P�24' OAKI 32' O -1 �
YI I I I 012' OAK I 0" OAK I o1�'
016" P/W 014" OAK
6" OAK 012" OAK 012" OAK
x
x
EXISTING TREE TOIY
1 I BE REMOVED, TYP.
SILT FENCE, TYP.
I I I 0 ,I 0, I 16" PALM
x
PAR11D.
0-) 3-15-37-35- 10-01100-0010
LOT 6 +26.6 -- LOT 5 /-26.0' LOT 4 LOT 3 0 LOT 2 � � LOT 1 23 9'
BLOCK 1f0 BLOCK 1f0 BLOCK 1f0 BLOCK 110 BLOCK 110 �4 3' BLOCK 110 x24
1 P.B. 5, PG. 5 o I P.B. 5, PG. 5 o I P.B. 5, PG. 5 I P.B. 5, PG. 5 0 I P.B. 5, PG. 5 I P.B. 5, PG. 5
ct
z
olMI col I -23.5' Iv) w
0.964 CNcRE� o
072" OAK N o
0
M24" OAK +23.9' (VAC NT; 12" OAK o
w
032" OAK o 0
��I I 10
016" OAK
010" 0AI�C-16" OAf
0 � 016" OAK
FN
010" OAK 20 " OAK STAR
o O 026" ')A
0 0�0
FND 112 " IRON ROD & CAP BLOCK 1 1 0
STAMPED 'BSM LB 8155"
P.B. 5, PG. 5 1 016" OAK 012" PINE
1 018" OAI�2" PALM �,1
022" PINE1 O +
016" OAK
076" OAK 010" OA" 14 PALM 4.7
� -1n. KOAK49-.96' -
(C) 50.00' P)49 69.96C+24.349.96' (C) 4O�?"
50.00' (P) 50.00' (P) 50.00' (P) 299. ,50.00' (P 50.00 (P)
24.2'
-- - 2-- -- ---
PALM N89° 45' 46"E
-- -- --
20 " OA;'-
O
-23.6' x PALM
076" PINE +24.2'
i
8" OAK_12OAK O
10 "TREEN89° 45 46E
476777'49.96' (C) 49 299.75' T 0 49.96' (C) 49.96' (C) 49.96' _(C
)
50.00(P) 50.00' (P) 50 0: lP) 0.00' (P) 50.00' (P) 50.00' (P)
12 OAK 1214 OAK_T
014"
OAK
048" OAK 16" OAK
FND 112 " IRON ROD & CAP I f 2 " OAK
STAMPED 'BSM LB 8155" 078" OAK x
I 1 x oAkl o,�K � 16„ PINL 1 I I (
-25.9' - 4. '
24.2' - +24.2' +24.9'
X P)IN<PALM �
0.965 CRES f
JO„ OA (VACANT)
1 I 1 *11
" OAK010" OAK x ,5. 24.9'
x OAK 022" G- 016" OAK
LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 N
BLOCK 110 BLOCK 110 BLOCK 110 BLOCK 110 BLOCK 110 0 24 " OAK BLOCK 110 p
P.B. 5, PG. 5 P.B. 5, PG. 5 P.B. 5, PG. 5 012" OAK P.B. 5, PG. 5 014 " Pz P.B. 5, PG. 5
O M P.B. 5, PG. 5
O14" 0, , ; :;_ M �
PA EL ID:
o I CDI -CDl -15-3 -35 �010-01100-0010 0 o I 16 " OAK N o l 10
I� 1 001
1 X
0OAK oo 0l 0 016" l +25.0' I
-25.8'
z r' 6 O16" OAK
fi
X"OAK 07 0 " OAK
�20" OAK x
OAK 74" PALMS
I I 1 0 0074" OAK +23.2' 12 PALM �0
��
2" 23.1' 4" PALM
010" OAK - - I 1 OAK
�� - o
24" OAK EXISTING TREE TO BE REMOVED, O 0" PALM
14 " TREE
.[)<7o't � TYP.
-024" OAK 014" OAK 4' PIN 25.8'
R+24.4'" OA +24 1'
016" OAK 2" PALM I I I FND 112" IRON ROD & CAP
STAMPED 'BSM LB 8155"
1 xPALM I (D OAK
FND 518- IRON ROD 014" PALM 34" OA �0
NO IDENTIFICATIONX.,
+23.0' 8" OAK 012" PALM 0121, PALM
12" TREE 14" LM
+25.3' 49.97' (C) - 3.,'+49.97' (C) 49.97' (C) 12" PALM49.97' (C) 49.97' (C) 49.97' (C) 012" PALM
50.00' (P)+24.5' - - 50.00' (P)0 016" TREED - - 50.000' (P) 299, 50.00' (P) - - 50.00' (P) - - 50.00' (P)- JZ P -�O
S89° 47' 50"W
78" CMP
ELEV. = 2,
x26.2' 26.1 '
8' 1
25.8'
112" l ON
DED-,�'fJSM L
ti
w
Q�
5.5' 26.0
W
►I
Tr
I
ON
i
!�YND� 112
�TA PED
Z
25.8' 1 x26. 1'
016 PALM INV. ELEV. = 2252 26 0'
x 26. 1'
x25.2' x2 _ x25.4' 25.8' x26.0'
EDGE OF PAVEMENT
x23.4'
x.,�' -
NE 4TH STREET
x24. 1' x24.0'
-2 4 2' - 2-- --23.4'
RIM ELEV. = 23.36
78" RCP S INV ELEV. - 18.46
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
,25.8'
0
0
7'
SD-
25o EXISTING TREE TO
BE REMOVED
KEY MAP
SCALE: 1.250
MATCHEINE SEE SHEET CD6 26.34'
MATCHEINE SHEET CD02
9D SD SDI
5.7'
5.6'
a�o 25. a�6
25.7'
25.8'
1p
6
V,
W
Z
W
Q
Z
N
W
Z
w
�L o
Q
W
I � �
W Z
Z Q
v
v
6.7' �26.7'
f
25.5
!!l
6' 1
24.2'
4.7'
OAK00
0
o
3:
�
Q �
0
��
o
o
z
z �
z
U
CL
��
24.4'
x2W'
26.8'
26.5'
�24.6'
8'
Z
W
Q
I
N�N
LPL
x275' \\\\\\\\\\\.07.-Z' m2�?3'
EDGE OF PAVEMENT NE 3RD STREET 7.0 2s.s
e
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft. THIS DOCUMENT, TOGETHER WITH
IS INTENDED ONLY FOR THE SPS
IMPROPER RELIANCE ON THIS DOI
P.E., SHALL BE WITHOUT LIABILIT
8'
6.8'
LEGEND
PROPOSED SILT FENCE
X250 EXISTING TREE TO
BE REMOVED
EXISTING ASPHALT
TO BE REMOVED
SCALE: 1:250
o NE 5TH STREET I tLtV.= 26.12"
b V 2' 943 0'
' -27.8' x2/�� x' 75, + -
SAWCUT AND MATCH e
EXISTING PAVEMENT
6. 1' 18" CMP 26.2' 26.2'
EXISTING SIGN INV. ELEV.= 23.25'
v
TO BE RELOCATED °
8, x27.6' LL
0' 18" CM ° 6.1 ' 26.0'
x ° 25.
27 7� 1NV. ELEV. = 23.3 SD sa sD s0 sD
�S FND 5/8" IRON RO b x26.2' 26.1'
727.4
.4' I ° °° ° ° ° v ° x26.6' v ° "89'43' 1 "Ex252699.6 ' ° ° v ° ° p x�S.Ds °° ° ° X24.9➢
' J27. 6' ° ° - -
�2 +
2� 3' 27. o 14 1�E1/ 23.8'
FND 5/8- IRON ROD O 070" PINE 2
PROPER 7L f�E, TYP. NO IDENTIFICATION 020" OAK 24" PINE � � I O74' OAK
° 018" OAK N N 010" E°v
I
O 032" OA 074'I OAK 24" OAKS 0" OAK 1
0 2OAK
018" OAK 1 °
° »
016" -INE O O
[AWCUT AND MATCH p ° 012" OA 012" OAK
EXISTING PAVEMENT
PROPOSED PROPOSED �S SAWCUT AND MATCH
EXISTING PAVEMENT
PROPOSED BUILDING o BUILDING
=I 1 BUILDING o 0 (1575 SF) Ln o O" OAK 014" AK 1 0 I
o O (1931 SF) N
1 (1931 SF) a; 0 1
M 25.2' 25.8' 25.7'
26.0' I 012" AK
'� 23. '
+ +26. t I U. 4
�° 014" OAK +24.3'
I o _
20' 1 c
I I2 �'>7P. 35.0072 OAK
+
25' 48.67' ' J 072" OAK 48.67' 25.00'
PERIMET �7 B7ERfvl, 76 �24" OAK 239' xI w°
p • I 3'-4" 20'
27.7' I a °
032 OAK I CONCRETE PATIO, TYP 5
016" OAK
v
27.8' » o
27.8' 1 010" OAIY 16 " OAK _ _ _ _ _ 1 P
O
° 016" OAK IN 1/2" l ON R D & CAP
°0 1 070 OAK 20" OAK
TA PED " SM LB 8755"
° I O
036" GAK I
I �
27.5'
27.5'
AWCUT AND MATCH
XISTING PAVEMENT
1i
27.4' 7' 2
r.1
tw-1,
�AWCUT AND MATCH
MISTING PAVEMENT
i 26.9'
�x
EXISTING SIGN 26.2'
TO BE RELOCATE
26.1'
25.9' x26. 1'
6. 0' L. 1'
SITE BENCHMARK 1140002
FND NAIL & DISC
STAMPING ILLEGIBLE
N. 1058969.50
E. 711817.98
ELEV. = 26.34'
MATCHLINE SHEET C201
MATCHLINE SEE SHEET C202
FND 102" IRON ROD & CAP
STAMPED 'BSM LB 8155"
25'
v 022 PINE
48.67'
v
2'
PROPOSED
I 1 BUILDING
(1931 SF)
II
v 048" OAK
1 FND 112 IRON ROD & CAP
ST
+ 6. e +25.9'
PROPOSED PROPERTY LINE,
I
p '
TYP.
016" OAK 012" PINE
" 018OA �2" PALMS
25 °
I
O
N
v
016" OAK
76 OAK
7
010" OAKO
" OAK
°
+24.3'
072" OAKOAK,0
I
h
° 24. ' 124.
OBI
"
0 OAK
PROPOSED
010" OAK o
BUILDING
1 I
25.5' 26.0' `3A�VCUT AND MATCH
o
a
�
(1931 SF)
o
EXISTING PAVEMENT
016" PINE I
°1' 24.2'
1 I N
1
OAK
O 10 " TREE
�I
O
O
012" PALM 14" 0A7
TREE, TYP,
014" IAK
I
1 °
CCC 7 6 OAK
012" OAK 018" I DAK
SWALE
I
48.67'
1 ,
I
FND IRON ROD & CAP
"SSM
014" 0
K
12" OAK 016" PIN
O11
STA LB 8155"
72 0 /' 4.
018" PIN8016" PALM
� v 1
15 41
_ 25' 48.67'
"O
O
c
+23.6'
° +24.9'
PROPOSED
1 BUILDING
(1931 SF)
II
° o
1
° FND 5/8- IRON ROD
NO IDENTIFICATION
+26. '
v
26.0'
L
0
rn
rM
024" OAK
�12" OAK
CD
CD
0.32" 0
Q w
oCn
w
i1)
072" OAK
�64" OAK
016" OAK
PROPOSED
�20" OAK BUILDING
o 0 O -14" OAK SF)
014" OAK 23.2
070" OAK
24" OAK
014" OAKO
076" OAK
35'
+23.0
23 12 " TREE /- 14 " PALM
°
° ° ° ° °° p SS '47'50"W 29 .81'
+24.2'
+24.9'
°
Z
I
1
W
77
020" 0 K
6" OAK 010" OAK
x
°
,5, 24.9
%1
OAK 022" OAK
016" OAK
0
�p
M
024" OAK
aw
W
014" PALM 25'
- ,
Z
16" OAK
-
5.8, x26.1' 25.8'
O
i " OAK
°O
O 4j
pp
+2
014" OAK
PROPOSED
SAWCUT AND MATCH
010" OAK
BUILDING
EXISTING PAVEMENT
(1931 SF)
s
0 0
014 " OAK �
1
1 I
N
Lr)+�3.1 '
7 " OAK
01
TREE
v
S,
24.4'
°
1 25.8"
I
+24.1'
°
I
FND 1/2" IRON ROD & CAP
1
°p
48.67' STAMPED "BSAJ LB 8755"
14" PALM
024" OAK
in
074" PALM
N
3 "OAK
°
072" PALM PALM
n012"
v
1 P
p
p
C
° v
s °
INV. = 2
2.52
p 26.0
x 26. 1'
w w w w x% 25.8' x26.0' 25.7'
w w w w x23.4 w w x24.1 ' w x24.0' w 18
INv.
v p°
x M48, j. F'� xi. ..Z' x2L4 2' � .3.'Z'�' -2.3. v° S -SD-SD SD
v °
p v° 25.5' 25.8'
R7 �15 78" RCP S INV. ELEV. = 18. 6' v " 5 8' S 8'
x
v 5.7' .8' .
SAWCUT AND MATCH NE 4TH STREET
EXISTING PAVEMENT
_26.2,q
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
EECEND
ASPHALT PAVEMENT
CONCRETE WALKWAY
a
�74
LANDSCAPING AREA
PERIMETER BERM
KEY MAP
SCALE: 1 :250
Project Name:
Glenwood Park, LLC
Owner Name:
Mitch Stephens
Owner Address:
17705 Middlebrook Way, Boca Raton, FL 33496
Owner Phone:
91 9-201 -991 3
Engineer Name:
Steven L. Dobbs Engineering, LLC
Engineer Address:
1062 Jakes Way, Okeechobee, FL 34974
Engineer Phone:
863-824-7644
Architect Name:
N/A
Architect Address:
Architect Phone:
Planner Name:
N/A
Planner Address:
Planner Phone
Block 110
Future Land Use:
Multifamily
Zoning:
Multifamily
Min Lot Width:
100.0
ft
Proposed lot
Width:
300.0
ft
Min Lot Size:
6,250.0
sf
Proposed lot size: 90169.2
sf
Project Size
2.07
AC
Total Duplex Units: 6 duplexes -
2 single family
houses
Setbacks:
Coverage
Impervious Area
N Front
Reg
Provided
W Side
Req
Provided
E Side
Req
Provided
S Rear
Req
Provided
Residential Allowed
Proposed:
Proposed Bldg: 0.264 cc
Allowable Impervious
Area:
Proposed ISR:
Roofline/Bldg:
Pavement/Sidewalk
Total Impervious:
20
25
15
25
15
25
15
25
40%
13%
60%
51%
0.264 cc
0.450 cc
0.714 cc
MATCHLINE SEE SHEET C201
MATCHLINE SHEET C202
LEGEND
ASPHALT PAVEMENT
CONCRETE WALKWAY
A °
LANDSCAPING AREA
PERIMETER BERM
•
' PROPOSED ,
° b
Project Name: Glenwood Park, LLC
36" AK
I BUILDING I
'
Owner Name: Mitch Stephens
PROPOSED o
BUILDING � o
(1575 SF) o I
o
o PROPOSED
`� BUILDING
Owner Address: 17705 Middlebrook Way, Boca Raton, FL 33496
SAWCUT AND MA
0)
(1931 SF)
� (1931 SF)
Owner Phone: 919-201 —9913
EXISTING PAVEMENT
SAWCU AND MATCH
I
�
L'
EXISTING PAVEMENT
Engineer Name: Steven L. Dobbs Engineering, LLC
Engineer Address: 1062 Jakes Way, Okeechobee, FL 34974
'
M o
20.00 2
°
Engineer Phone: 863-824-7644
PERIMETER BERM, TY
25' 48.67' SWALES
35.00' _
48.67' 25'
O �
Architect Name: N/A
024" OAK
v
036" TR E
36" OAK 036" OAK
Architect Address:
Architect Phone:
PROPOSED SIDEWALK,F"TYP.
0 0
-
032" FREE I
z
014" PINE '
ov
Planner Name: N/A
o z
pw
Planner Address:
Z
W
014 " OAK
a Q
W
°
S
Planner Phone
Q
°
'
I
'
25'
W
Block 121
Z �
FND 1 2" IRON ROD & CAP
FND 112 IRO ROD & CAP
�
'BSM
W
Multifamily
Future Land Use: Y
PROPOSED PROPERTY LINE,
(�
W o
v°°
LB 8155"
o—A
NP•
STAMPED LB 8755"
76" OAK
'
OAK
Zoning: Multifamily
Z w
14" OAKS
0
o
`r
Min Lot Width: 100.0 ft
M
Proposed lot
o
PROPOSED
PROPOSED
W
Width: 300.0 ft
SAWCUT AND MATCH
+" FND 7/2" l LN ROD & CAP BUILDING �° o
'B
— — — — o
C - BUILDING
oN Z
EXISTING PAVEMENT
STAMPED M LB 8155" 0)
(1931 SF)
0�2"
°'
(1931 SF)
o
Z
Min Lot Size: 6,250.0 sf
SAWCUT AND MATCH
'
0
TRH _
I
I
_ _ _ _ _ _ _ _
'
Q
EXISTING PAVEMENT p 95832.000000 sf
Proposed lot size:
R5
014 " TREE
016" OAK
+
FND 1/2" IRD ROD & CAP
Project Size 2.20 ac
0
° 25' 48.67'
012 TREE
0
STAMPED "8 M LB 8155
48.67'
v
6 duplexes — 2
16" OAK
8 20 CONCRETE
Total Duplex single family
P
12" TREE I
x
PATIO, TYP. O 12 OAK
76" OAK d
P
Units: houses
PROPOSED SIDEWALK, TYP.
o ,
I
TREE, TYP.
"
4 PALM
20" PINE �0
I
Setbacks:
� N Front Req
2" AL
Provided
v
a
W Side Req
I
PROPOSED SIDEWALK, TYPi
Provided
I
D
E Side Req
Provided
D 25'
8" OA
25'
o
Rear Req
F35.00;�
024" OAK
Provided
SAWCUT ANC
EXISTING PA
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
Coverage
Residential Allowed
Proposed:
Proposed Bldg: 0.34 ac
Pool & Deck: 0.00 ac
Total Proposed: 0.34 ac
Impervious Area
Allowable Impervious Area:
Proposed ISR:
Roofline/Bldg:
Pavement/Sidewalk:
Total Impervious:
20
25
15
25
15
25
15
25
0.34 ac
0.46 ac
0.80 ac
40%
15%
60%
36%
SCALE: 1 :250
PROPOSE
SAWCUT
EXIST.
40 LF 1:
PROPOSE
PROPOSI
INV. EL.=
SAWCUT
EXIST.
40 LF 1:
PROPOSI
INV. EL.=
PROPOSI
INV. EL.=
SAWCUT
EXIST.
40 LF 1:
PROPOSI
INV. EL.=
7 LF 1
INV. EL.=
Cf
NI
M
MATCHLINE SHEET C301
MATCHLINE SEE SHEET C302
IP
.50
AES
4.20
MATCH
ENT
AES
4.40
M ES
4.60
MATCH
ENT
MP
AES
C80
AES
5.00
MATCH
I ENT
MP
AES
4.80
MP
3.65
LEGEND
X 31.20
PROPOSED
ELEVATION
X 32.64'
EXISTING ELEVATION
FLOW OF
DIRECTION
❑o
PROPOSED
DRAIN INLET
cw
PROPOSED
MSE
PROPOSED
DRAIN PIPE
PERIMETER
BERM
SCALE: 1:250
a
i
t
w � w
z O z
J 5' 5' J
z D.E. D.E. z
w w
LL 10' SWALE �
Q Q
w w
MATCH MATCH
EXISTING EXISTING
GRADE 3:7 3.1 GRADE
-----
BOT. EL.
AS
REQUIRED
TYPICAL SECTION A -A KI /2 - -
T C I AIC\All IAICC`
ROADWAY
ASPHALT PAVED
± 19'
MATCH
EXISTING
GRADE
a
AS hKHUL
REQUIRED
PERIMETER
BERM
TYPICAL SECTION B-B 09/22 - -
N.T.S. INEWLINES
MATCHEINE SEE SHEET C301
MATCHEINE SHEET C302
-SD 8D 8D
9D
75�7'
I
5.6'
OI25.7'mo pH�]
7 LF 12" CMP INV.
EL.= 24.72
PROPOSED MES INV.
EL.= 24.90
SAWCUT AND MATC
EXIST. PAVEMEN
40 LF 12" CMP
PROPOSED MES INV.
EL.= 25.00
PROPOSED MES INV.
EL.= 25.70
SAWCUT AND MATC
EXIST. PAVEMEN
40 LF 12" CMP
PROPOSED MES INV.
EL.= 25.80
PROPOSED MES INV.
EL.= 26.00
SAWCUT AND
EXIST. PA
40 LF 12" CMP
SiTREFT
7 LF 12" CMP 40 LF 12" CMP
INV. EL.= 24.68--\" -mr,
RIM F1 FV = 2.5 .57'
_9 25.8SD 9D SD -SD -SD -SD -SD -SD -
SD SD_SD SD SD
r24.70 o r X 24.60
25.7'
If
O NO D
r L.=
2 4.
+.3'
° • v L ° ° ° °
26.10 ° ° ° ° °➢ , X 26.50� v t o o °
v V
v �
PERIMETER BERM
1 TOP EL.=27.00
° 1
24.90
27.00 27.00
I
+25.1 '
Y.77 AA.
I
25 6' 0 1 36" OAK +25.5'I
+25.3' F.F.E. =28.40
F.F.E.=28.40
I I
27.00 27.00
25.00 °
�- A
024" OAK
° 1
+ 5. ° 27.25.
I
Ld v
014" OAK
BOT_ELEV.=245h _
TOP ELEV.=:-?26.00
• Q v
SWALE
0.218 AC
+25.2'
SAWCUT AND MATCH
EXIST.
LF 12'
PAVEMENT
EL.=-PROPOSED
MES
RIM ELEV
= 23.68'
INV. EL.= 24.30
78" RCP N INV. ELEV.
= 18.48'5
tINV
RCP W INV. ELEV
= 58'5'
RCP E INV. ELEV
= 77.SD
SD SD
SD SD SD SD
SD SD SD SD SD
SD SD
SDSD
G24.30
-
X 24.20
-
�Z�_�� -
-
23.6' 23.80
x24.5'
'
- OVHD 0
+24.9'
x24.4'
24,°
0 N1D
ADS PIPE°
+2 .0x2 2'
26.50 a '
°
x24.9 °
i0X
•
26.10'
E
PROOLSTR2)
GRA0NE..33
42" OAK
01
27.00 +24.7 °
+25. ' 24
d
27.00
27.00
v
rO CD
l0
1
r
4 IQo
N N
24.1,LLI
F.F.E.=28.40
ql
Ld
J J
Ld Ld
I 24.
F-- ILL
1
24.4'
,x2 2
m I0
1
.5'
27.00
27.00
2
O
036"TRE
OAK
036" OAK
1
014 " PINE
o
+25.5'
°
X 27.00
4.
B
CMP
23.85
5.5'
SD SD SD SD-
25.6' 25.6
25.9'
OVHO 0
i LF 12' CMP INV.
L.= 23 85
w 1 I 1 2 .2'
Q
.50 4.7'
s
25.70 A 25.60
N 27.O " OAK 27.00
Ld 1
z I I 14" OAKS 1
1 I 2 .1' 1
0 0 +25.1 '
N - a' F.F.E.=28.40 +25.1' _ _ 125.0' F.F.E.=28.40 -2 1'
.�I
012 " TREE
1 I 1
1 I 014 " TREE I 1 ,•
'1 -24.5' 4 2
27.50 27.50 012 " TREE016 " OAK 27.00 27.002
25.80 I 25.
PERIMETER BERM 016" OAK
26.7' 26. 26 5' TOP EL.=27.00 x 6.7 72" TREE 016" OAK 12" OAK >
1
x26.8'
1 I I +26.0' 14" PALM 20" PINES 1
� I s
75 +25.9' _+2.5.7' - - - - +25.0' Z� 27.00
26 6' 111
2.627.
x -- --�-- -- x26.4'
'
v x27.1' a
B I B I I 1
1 I I TOP PERIMETER EL.278M
00 +25.0'
x 5'
v 4 8" OAK . 9'
24" OAK °
26.00 0
° 25.00
28.00 1 28.00 27.00 27.00
° 1 +26.9 I ° z • I 1 7 v
1 26.9' I 1
1' ' 9'
x26.9'
I I q
F.F.E. = 28.40 26.6' +26.6' +25 F.F.E. = 28.40 25.2' " oAK
2 2' o
1 I F.F.E.=28.40 I 1 q l
1 074 A/ M I 1 pp
x26.7' 018" PALM Q
o ° 28.00 28.00 27.00 127.00
26.20
1 x25.8' 28.00 X 28.00 ` ' 25.
po 1 I I 12 I
1 I 032" OAK 1
27.2' 7.5' 2 •1 ' � ° 4.8'
25.6' PROPOSED MES INV. I x26 6' PROPOSED MES 25 0 •
PROPOSED
x25.7' + EL.= 25.70
�9 -\ INV. EL.= 25.50
INV. �-
EL.- 6.20 r27.' 26 +25.9' -25.6' x26.4'
x25.5 ° 28.00- - C ° x ° 27.00•
-97 ' v o ° X 27.55 , xr 28.00 ° P s XQ7.50 ° ° ° r-L ° x
° v ° 6j 7
' oD X 27.10 - - - - 25.6'24.9
• r
27.2' DAD ° �
x25
OPOSED MES INV.
= 24.90
�- S WCUT AND MATCH
EXIST. PAVEMENT
25.9' 26.3' 26.1
40 LF 12" CMP
OPOSED MES INV.
25.00
LLJ
z
Ld
Q
0
LLI
Z
00
0
0
--PROPOSED MES INV.
o E .= 25.60
0
0
z
SAWCUT AND MATCH
EXIST. PAVEMENT
�' 26.8'
4�26.5
LF 12" CMP
5'
26.8'
ROPOSED MES INV.
25.80
26.6
OPOSED MES INV.
= 25.00
WCUT AND MATCH
IST. PAVEMENT
"40 LF 12" CMP
.5'
P OPOSED MES INV.
E .= 25.20
7 LF 12" CMP INV.
6 26.9' 25.825.30
/ DAD . �x26.8 26.6'
26.00
30 " CMP
7 x NV ELEV
= 25 44'
0
NE 3RD STREET 40 LF 12" CMP SAWCUT AND MATCH EXIST.
cRQ•1'�7"w 7rQ RA' PAVEMENT
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
g
6.7'
270 26•9 7 LF 12" CMP
w INV. EL.= 25.40
b
I
LEGEND
x 31.20
PROPOSED ELEVATION
x 32.64'
EXISTING ELEVATION
FLOW OF DIRECTION
❑�
PROPOSED DRAIN INLET
Cw
PROPOSED MSE
PROPOSED DRAIN PIPE
PERIMETER BERM
SCALE: 1:250
w
z
J
z
��
0
J
��
w
z
J
z
D.E. D.E.
w
w
:5
:5
WALE
Q10'
Q
w
v
MATCH
MATCH
EXISTING
EXISTING
GRADE
3_ 7 3.1
GRADE
_----
MqX MPX
___--
BOT. EL.
AS
REQURED
TYPICAL SECTION A -A \1 T Q -#-
C SIC\A/I MCC
ROADWAY
ASPHALT PAVED
± 19'
MATCH
EXISTING
GRADE
TYPICAL SECTION B-B
>R
AS vKHUt
REQURED
PERIMETER
BERM
09/22
N.T.S.
NE 5TH STREET
04
N
C4
MATCHEINE SEE SHEET C402
v
e
v
A7. 0
C I A�_
.5.60
a0 27.5
c I00
v (�
o ;I
II
■ 78'
27.4 127 6'
2� 3'
274'
45'
27.7'
-27.7'
27.7'
27.8'
21d.
W
Q
N
Lu
275'
275'
213 L'F SDR
26
0.4% LOPE
�274'
1277'
8" 1
INV.
273'
26.9' J272'
8" WY
INV. EL.=
p
■27.6' 26.20 25.30- 24.30-
17� p o NV. tl/ =233b`X.27.60•,p ° w �27.55. w • w ° X L. w p ° w p 26.589
v - - 27.50. _ L - 2:
27.5
7.5A
7. 4"x 8��
135 LF SDR 26 0 0.4% SLOPE
024" PINE ECCENTRIC O 010" INE
F020" OAK REDUCER 14" OAK CO #3
v 018" OAK 8" 45' ELBOW INV. EL.=24.10 OI ' I E
�0 032" 0- 014' OAK CO #2
24" OAK 01 �" OA O" OAK INV. EL.=24.37 018" OAK °
26.30 v 27.50 27.50 4" SERVICE, TYP. 27.00 27.
28.00 28.00 O 16 " INE 014" 0
CO #1 072" OAK 012" OAK °
v INV. EL.=24.64
Bo
I I
- 4"x 8" 8" 45' BOW
ECCENTRIC O" OAK 014" OAK
' REDUCER 4"x 8"
ECCENTRIC
� � � CO INV. E11L.=24.78 � 26.0' 012" OAK REDUCER
+ +26.6' I °
lw +
G3i
8" LONG SWEEP
90'
ELBOW
26.2'
26.0'
26. 1
26.0'
25.9' X26.1 '
+LJ.J
28.00
CO #12
INV. EL.=24.58
022" PINE
28.00
8" 45' ELBOW
4"x 8"
ECCENTRIC
REDUCER
CO #13
INV. EL.=24.38
28.00
U48" OAK
014" OAK
Q 012" OAK CO #4 J
24 " OAK +23.9' I
12 OAK J INV. EL.=23.80
I
032" OAK I
016" OAK
010" OAK,-16 " OAK
�76" OAK
010 OAK 20" OAK
036" OAK
CO #5
I
INV. EL.=23.60 .
076" OAK 012" PINE N
018" OAK2"
PALM "I07
I
6 " OAK
27.00
16" OAK
1 OAK
010" OAI�O
14 " OAK __l_
+24.3'
072" OAK 0 I
O
\-
0" OAK
8" 45' BOW �
�. �
- - -
070" OAK
076 PINE
I
+ 24.2'
4"x 8"
M12" OAK
010 TREE
ECCENTRIC
REDUCER
O
012" PALM �14" OA
014" bA K
I
27.00
076" OAK
072" OAK
018" IOAK
CO #6
J
014" OAK
i
12" OAK 016" PlN
INV. EL.=23.40 I
018" PINLOI6" PALM 12" OAK
032"
-- -- -- "I»777=-
-CO #141NV. O/ 012" OAK
EL.=24.18 I 014" OAK
I
0 27.50 v ,
8 45' ELBOW
„ 016" OAK
�20" OAK
4"x 8" O � 14 " OAK +23.2'
REDUCER
ECCENTRIC 0074" OAK
-CO #15 010" OAK
INV. EL.=23.98 24" OAK
024" OAK 014" OAKO CO #18
INV. EL.=23.28 i
0 27.50 CO # 17 > 27.00
CO #16 INV. EL.=23.59
f INV. EL.=23.89 016 8" 45' ELBOW
- S S 260 LF SOR 26 ® 0.4% SLOF E S
+23.0' 8 WYE
�72" TRLL -74" PALM INV. EL.=23.283
1•��E 27.00
° ° x • X26.83, p • ° ° �' v S8)47'50"W 2G
v v
w
w w
X 24.10
RIM ELEV. = 25.57'
w w
EXISTING 6" WATER
MAIN
w
+24.2'
+24.9'
020"
6" OAK
010" OAK
0 K
%7
" OAK
022" OAK 016" OAK CO #7
INV. EL.=23.20
024" OAK
I
014" PALM
27.0
�16" OAK
0 0 "OAK
014" OAK
010" OAK
8" 45' ELBOW I
4"x 8" ECCENTRIC
014 " OAK
REDUCER
+�3.1 '
12 " OAK
CO #8
INV. EL.=23.00 -
8"
INV.
WYE 07 TREE
EL.=23.00
CO #9 W
INV. EL.=22.88 -,
7x
00 I
CO
#19
+24.1' 27.0 +
INV.
EL.=23.05
8"
45' ELBOW
Q 7 4 " PALM
P s
' v
' #26
CN
0
�v
v�
LJ
27.00
0
o
cv
11
11
36" OAK CO #10
8" 45' ELBOW INV. EL. �2 5P LM 012' ALM
P.41
,
All
C _
INV. = 2 .52
W. EL.=23.00 INV. EL.=22.85
w x2 w w -24.1' w X24.0' w ■2�.
Z W •.
:23.30J ~`2� 22.90�-- _2
fN
23. 6'
18 RCP S INV. ELEV. = 18. 6'
O.
CO #39to
LC*4INV. EL.=23.18
IJ
M
RIM ELEV. = 23.68'
(Ij 18" RCP N INV ELEV. = 78.48'
3
it
'-A. 7'
11
18" CMP 26.2'
INV. ELEV. = 23.25'
6.1 ' 26.0,
25.
SD 3D 8D 3D Si
.3.30 -26.2' 26.1
5' 25.8'
•' s
8" LONG SWE P 90'
3.8' ELBOW
24.20
25.8' 25.7'
J. WYE
I V. EL.= 3.80
24.60
271 LF S R 26
4' 0.4% SLOPE
25.5' 26.0' 25.8'
" WYE
I V. EL.= 3.40
24.80
W
Z
.25.00 ;
24.9
M
W
;25.00 Z
■26. 1 ' 25.8'
8" WE
r
INV. L.=23.0
24.80
8" LONG SWEEP 90'
ELBO
LEGEND
PROPOSED
SEWEREINE
SQ
PROPOSED
SEWER MANHOLE
PROPOSED
SANITARY
SEWER CEEANOUT
PROPOSED
DRAIN PIPE
PROPOSED
WATERLINE
PROPOSED
DRAIN INLET
PROPOSED
FIRE HYDRANT
PROPOSED
WATER METER
SCALE: 1:250
MATCHLINE SEE SHEET C401
-3D SD 3D 3D�
5.7'
5.6'
OHAO OHAO . OINp
25.7'
0
25.8' ,
25.9'
8"
INV. EL.=:
EXISTING 6"
WATER MAIN
8" VINE
INV. EL.=2
7' #26.7'
8"
v
1 ' RIM ELEV. = 25.57'
5' RCP E INV. ELEV. = 18.62'
-SD � 3D SD SD an an an e" ..
NE 4TH STREET
X 24.70
5.7'
s
OINO
yHp
wI
+
O D
D O-L
2 .3'
+25.1'
•ac'26.10
. ° ° ° .P� , ° ° X 26.50� 0 27.00' °
8" LONG SWEEP 90' 8" WYE
ELBOW CO #36 INV. EL.=23.77
CO #35 INV. EL.=24.08
S INV. EL.=24.38 S S S
222 LF SDR 26 0 0 4% SLOPE
27.00 ;
27.00 27,00
4"x 8"
ECCENTRIC
REDUCER -
7.2' k27.5' j2�.1
;27.3'
27.2'
DN'0
/
MATCHLINE SEE SHEET C403
g
RIM ELEV = 23.68'
CO #38 78" RCP N INV. ELEV. = 18.48'
INV. EL.=23.31 5 RCP W INV. ELEV. = 58'
5' RCP E INV. ELEV. = 17. • °
SD SD SD SD SD SD SD SD SD SD SD SD
X 24.20
x24.5' °
+24.9' x24.4' 24 T'°
0
° +
° X 26.50 .. ° B ° ° x24.9
° ° 7 v
CA
I
3
'--A. 7'
CO #29
INV. EL.=23.51
4v°
S S
v°
I CO #38 INV. /24.7' CO #287f
,
+ EL.=23.51 INV. EL.=23.77
27.00 27.0
8" 45' ELBOW 8" 45' ELBOW_j 11
°
o
'
NOV.#EL.=24.44
36" OAK
CC
#37
�I
56'
-25.5'I
IN
. EL.=23.77
+25.3' S.0'
24.8 4"x
8" ECCENTRIC
4"x 8"
REDUCER
+2 '
ECCENTRIC
REDUCER
3
I
CO
#27 INV.
EL.=24.00
4
°
�(n
I
W
°� o
8" 45' ELBOW
+ '
4t.�x
°
' I
5' 2.:
27.00 27.00
27.00
27.00 I
25.00 °
N
o
°
O
�36"
024"
OAK
"E
OAK
036" OAK
036 TR
v
CO #33
INV. EL.=24.65
�
0
J2 FREE
+25.3'
014" PINE
'
5.A7.25___T25.,IIo"
6LQ
-O
+25.2
+25.5'
--
°
X27.00
+25.2'
4.
I
074" OAK
�
'
I
CO #26 INV.
a
225 LF SDR 26 0
EL.=24.23
P
o
N
0.4% SLOPE
5'
-SD 8D 8D-
6' 25.6
25.9'
OVHD OVH
80 L SDR 26
% SL PE
LONG' SWEEPI 90'
AUTIA11 2
/
INV. EL =24.00
25.9' 26.3'
Z5.00
Lu
W
Q
M
W
Z
24.2'
0 L 4.7'
s
25.70 �, 2
27.00, 27.00
16" OAK
K
o CO #32 8" 45' ELBOW
' INV. EL.=24.86 I 2 1, 14 " OAK N'
+25.6 - -- I-- -- -- -- - -- - 3
+25.1' 4"x 8" ECCENTRIC
8 • +25.1 ' _ _ +25.0' REDUCER - - 2 . 1
O "
7 2 TRH
' 4"x8„ -- - -- -- -- -I -- - -COS- '
ECCENTRIC EL.=24.44 77,
REDUCER I 014 " TREE W
+ 2
016" OAK
25.80 27.50 27.50 072" TREE 27.00 N 27.002
I s
016" OAK
x 6 7 ' 12" TREE I 076" OAK 12" OAK- r
x26.8
NO # V.EL1=25.00 I 74" PALM
+26.0' 0 20" PINES '
627; 5 - - - -� - - - - c, x26.4' +25.9 - - -+�7' - - - - 25.0' r 27.00
x v x27. 1' a
P CO #25 INV. +2
V EL.=24.65
v 8" OAK
26.00 °
024" OAK
v 28. 0 28.00 I 27.00 ' 27.00 I
-26.9' 1 N o
+26.9' W 1x26.9'
9' 8" 45' ELBOW
I CO #30 I
INV. EL.=25.28
4"x 8" ECCENTRI q
252 "x 8" 1 26.7' 26.6' +26.6' -25 ' REDUCE +25.2'
CCENTRIC ;
REDUCER I
BO 23
0/4" ALM O NOV.#EL.=2 .86 °
x26.7' 78 PALM
77
3: CO #20
INV. EL.=25.5
26. 1'
293 LF SDR
26
0.4% SLOPE
8" WYE
INV. EL1=24.44
26.7' T26.8'
�26.5
1 J26.5' ;26.8' �26.6
" OAK
8" WYE
INV. EL =24.86
o ° 28.00 28.00 " 27.00 27.00J 7'
26.20 ° 1 x25.8' 28.00 X 28.00 4 SERVICE, TYP. 25.:
I CO #22 $ I
o � a INV. EL.=24.96 � ' 4"x 8" ECCENTRIC ^^I^, 032" OAK \ 95 In 4.8'
v x25.6'
x25.7' +
2 ° 2S>.
+25.9'
+25.6'
25.5 X 27.55
x °
v � s v
o X27.10
p�Mv
w w lw
�26.3
D � �26.00� 2;
4" SEWER SERVICE, TYP.
REDUCER --�
3
Ix26.4'
28.00
25.6'
8" 45' ELBOW
NE 3RD STREET
� S �
8.00
5
X 27.50
p ° �• v
GRAPHIC SCALE
20 0 10 20 40 80
■ 5.c� q
x° h "2 ' �0 ° ' 47 26.6' 26.9' 26.8
9
8" LONG SWEEP
Xw25.40 2tf4BOW
30" CMP
x 5' .9' 6.7' INV. ELEV. = 25.44'
2
27.0 26.9
b
LEGEND
PROPOSED
SEWERLINE
SQ
PROPOSED
SEWER MANHOLE
�-
PROPOSED
SANITARY
SEWER CEEANOUT
PROPOSED
DRAIN PIPE
PROPOSED
WATERLINE
PROPOSED
DRAIN INLET
PROPOSED
FIRE HYDRANT
PROPOSED
WATER METER
SCALE: 1:250
( IN FEET )
1 inch = 20 ft.
0
NE 5TH STREET
INSTALL 16"x 8" TAPPING SLEEVE AND
VALVE INV. EL.= 24.00 (APPROX.)
7.4'
27.4' J27.6'
2g 3'
27.4'
EXISTING 16" WM
10Ol_
MATCHLINE SEE SHEET C402
v
X27.6' 24.30 ➢
➢26.20 25.30 Nv. ELEV = 23.3
f7�
b
➢ X,27.60 °
.27.55. W ° • W v°yy ° w • , ° N ° ➢ 26.58� w _° ° 2:
➢ 27.50 __� 8, - -
11
m �!r PROPOSED 8" m m 27.5 m m
7' ➢° WATERMAIN S S
024" PINE I 014" OAK 010" PINE
➢ 020" OAK F018" OAK � 07 E°,
O o 074' OAK
O32" OA ' �
24" OAKS 0" OAK 018" OAK J2�1
")1?"OAKV63I 27.50 27.5028.00 28.00 016" INE 27.00
012" OAK O74" 0
O12" OAK
0" OAK 014" OAK' ' 00
27.7'
X27.7'
27 6'
27.7'
?7.8'
W,
D
W
Q
0
N
Z
'7.5'
27.5'
i�
00
27.4'
27.3'
�127.7'
m
0
0
o
/
/
7.3'
9' J27.2' 126.3:
26.2' 26.0'
26.1 '
26.0'
25.9' ■26.1 '
1 " POLY I
- 26.6'
1 " POLY
v'Lo-
28.00
➢ I ()
1
27.50
I
1
II I
1 " POLY
28.00
0 22 " PINE
28.00
28.00
U48" OAK
.50
f26.0' I 072" OAK 1" POLY
+ I W ➢ 4
014" OAK +24.3'
• +23.5' 27.00 27.00
Q 012" OAK '
24 " OAK +23.9' 12 OAK
1 I N �
O32" OAK 1
016" OI K I
010" OA�16" OAK
0 -26.20
1' 18" CMP 2� -,
INV. ELEV. = 2,
1 6.'
'25. '
016" OAK
070 OAK 20" OAK
O°
036" OAK I
INSTALL FIRE HYDRANT
ASSEMBLY
8" TEE
8" GATE VALVE
ADD 2" WL TO SERVE
HOUSES AS SHOWN
8"x 1" SADDLE w/ 1"
CORP STOP
25.2' 25.8' 25.7'
Lu
W
40
Q
M
W
Z
I
076" OAK 012" PINE
v I
078" OAK2" PALM N
1
24.E
076" OAK
27.00
27.00
16" OAK
I " OAK
010" OAt
+24.3'
OAK
012" OAK�0
4. °
4. �
OBI
�
0 OAK
010" OAK
I
I o
016" PINE
I
+24.2'
1
12 " OAK
010 " TREE I
00 a
0
1 " POLY W
012" PALM 14" OA
014" LAK
I
'
27.00
°
27.00
016" OAK
012" OAK
018" IOAK
I
WI
• 1 24.1
IE
074" OAK
12" OAK 016" PIN
+24.2' r12" OAK
078" PlNLO76" PALM
O 032" c
-(D77""777--
+23.6' 016" OAK
- 24.9'
1-20" OAK
0 0- 14 " OAK
074" OAK
010" OAK
24" OAK
024" OAK 014" OAKO
27.50 1 27.(
012" OAK
074" OAK
• pO _
+23.2'
LJ.YV
16 OAK
S S S S
> J
+23.0' CL
23 12" TREE �74" PALM 3
6 TREE 27.00
• X 26.66 ° • a • X 26.83 , ° • °�
s "
w w-
°
24.70 d
v
o EXISTING 6" WM
6.1' v
w w w w w
X 24.10 2
RIM ELEV. = 25.57'
012" 0 K
1 4.
+24.2' 24.9 '
I
1
v
-- -- -- --
*26.20 25.(
I
'
°
020"
6" OAK 010" OAK
5,f4.9
P
O K
�I,2
OAK 022" OAK 016" OAK
024" OAK
v
014" PALM
° °
27.0
25A
27.00
7 6 " OAK
0 01 OAK
.8
074" OAK
070" OAK
I
I
�IE
014" OAK I
I U
72" OAK
00
01 TREE 1 " POLY W
r_.,, Iv
27.00 1 +24.1 ' 27.0 - 27
I 1 ➢
14" PALM
j;;p5:r
v36" OAK 101 (�
'
012" PALM 012" PALM °
27 P
7.00 • s ° ➢ s v p *2
26.33.
• C V.
INV. = 2 .52
w x2 w w ■24.1 ' w X24.0' w ■2y�.
s
23.30? ~`2 22.90"�- _2
23. 6' o
EXISTING 6" WM 18" RCP S INV. ELEV. = 18. 6' °
� s
N89'47'50"E 369.84' NE 4TH STREET
(BASIS OF BEARINGS)
GRAPHIC SCALE
20 0 10 20 40
RIM ELEV. = 23.68'
18" RCP N INV. ELEV. = 18.48'
80
h
5'.0 25.8'
u-i
�00 8% 1 " SADDLE w/ 1 "
CORP STOP
w
i�
0
0
N
, A25.8'
-26. 1'�25.8'
8"x 1" SADDLE w/ 1"
CORP STOP
26.0' 126.1'
25.8' "26.0' 25.7'
69 SD 8D
�C 22.50-8
25.5' 25.8'
3
x 5.8' S.8'
5.7'
INSTALL FIRE HYDRANT
ASSEMBLY
8" TEE
8" GATE VALVE
.7'
LEGEND
w
EXISTING WATERLINE
PROPOSED WATERLINE
PROPOSED FIRE HYDRANT
PROPOSED WATER METER
❑
G
PROPOSED SEWERLINE
PROPOSED DRAIN PIPE
BLOCK 121
p
PROPOSED DRAIN INLET
KEY MAP
�S
PROPOSED SEWER MANHOLE
SCALE: 1:250
PROPOSED SANITARY
SEWER CLEANOUT
NOTE:
SEE INSET "A" ON SHEET C401
( IN FEET )
1 inch = 20 ft.
MATCHLINE SEE SHEET C401
-X
NE 4TH STREET
3 CONNECT TO THE EXISTING
.7' WATER MAIN ON THE
OTHER SIDE OF THE
5.5'
STREET
r
LEGEND
OH^I OINO° I' 2 .3'° 0 ➢ +
1'
N � t iiv. t�tv.
-SD SD 8D SD SD °
1 2 2'
BLOCK 11u❑0
D D sD SD SD SD SD SD SD SD SD. -SD -SD --SD SD SD SD D 8D SD SDW EXISTING WATERLINE
5.7' 24.50"Mcil;.24.30 X 24.20�
.- 25.6
X24.70 23.6'23.80 25.9'
ONO 5.6' 25.7° +24.9' X24.5' ■24.4' 24 OHD _ PROPOSED WATERLINE El Ll
- O D 0
+ 25. 1' 2
25.7' ` -24.1 PROPOSED FIRE HYDRANT
,26.10 0x2s.5ox2s.5o
T °° 6
..
00
25.8' 25.9' PROPOSED WATER METER2
LJ
° 1 S S S S S S 1° PROPOSED SEWERLINE
➢°
1 I +24.7' 1
V24� 27.00 2700 24so PROPOSED DRAIN PIPE BLOCK 121
2-, 27.00 27.0o z7.00p PROPOSED DRAIN INLET
E ISTING 16" WM U) ° ➢ KEY MAP
36" OAK 1 +25.5' ��+24.8' PROPOSED SEWER MANHOLES�A�E: 250
+25.3' ,+24.12"x 1" SADDLE w/ 1"PROPOSED SANITARY
' I CORP sroP 9�- SEWER CLEANOUT
W
0
W
ZD
V)
z
w
Q
0
z
N
W
' �26.7'
INSTALL 16" �782 TA� PIN
AND
INV. L.= 24.00 (AF
_0 27.3'
27.2'
DwD
DAD
MATCHLINE SEE SHEET C403
PROPOSED 8" WATER MAIN
MAIN
GRAPHIC SCALE
20 0 10 20 40 80
?5. 9, 26.3' 26.1 '
2" WM
W
z
W
>
Q
0
Cl)
W
z
00
0
O
0
I0
0
Z
?6.7' 26.8' 26.5
2"x 1" SADDLE w/ 1"
CORP STOP
26.5' 26.8' 26.6'
2"x 1 " SADDLE w/ 1 "
CORP STOP
4.8, 26.5'
47° 26.6' ]26.9' 26.8
4.9'
26.,
40 26.6'
30 " CMP
7, INV. ELEV.= 25.44'
NOTE:
* SEE INSET "A" ON SHEET C402
( IN FEET )
1 inch = 20 ft.
DIMENSIONS & QUANTITIES
RISE
R
SPAN
S
X
A
B
C
E
F
G
M
N
GRATE SIZES
CONCRETE (CU. YDS.)
SODDING (SO. YDS.)
SINGLE
PIPE
DOUBLE
PIPE
TRIPLE
PIPE
QUAD.
PIPE
STANDARD
WEIGHT PIPE
EXTRA
STRONG
PIPE
SINGLE
PIPE
DOUBLE
PIPE
TRIPLE
PIPE
QUAD.
PIPE
SINGLE
PIPE
DOUBLE
PIPE
TRIPLE
PIPE
QUAD.
PIPE
12"
18"
2'-10'
2.36'
3.06'
5.42'
3.03'
5'
1.50'
4.92'
7.75'
10.58'
13.42'
1.21'
0.68
1.04
1.41
1.77
8
9
11
12
14"
23"
3'-4"
2.44'
3.75'
6.19'
3.70'
6'
1.90'
5.38'
8.71'
12.04'
15.38'
1. 23'
0.76
1.19
1.63
2.05
9
10
12
13
19"
30"
4'-0"
2.62'
5.47'
8.09'
5.36'
8'
2,37'
6.04'
10.04'
14.04'
18.04'
1.27'
2.5"
3"
0.95
1.52
2.09
2.65
10
12
13
15
24"
38"
5'-0"
2.79'
7.18'0
9.97'
7.03'
10'
2,85'
6.79'
11.79'
16.79'
21.79'
1.31'
2.5"
3"
1.18
1.95
2.74
3.53
11
13
15
18
29"
45"
5-11'
3.05'
8.90'
11.95'
8.70'
12'
3.19'
7,50'
13.42
19.33
25.25
1.38'
2.5"
3.5"
1.41
2.42
3.44
4.45
12
15
18
20
34
53"
7'-0"
3.22'
10.62'
13.84'
10.36'
13'
3.57'
8.25
15.25
22.25
29.25
1.42'
3"
3.5"
1.63
2.92
4.22
5.52
13
17
20
23
38
60 '
7'-10'
3.39'
1 1 .99'
15.38'
1 1 .70'
15'
3.95'
8.92
1 6.75
24.58
32.42
1 .46'
3"
4"
1.83
3.36
4.89
6.41
14
18
21
25
43
68
8'-11'
3.56'
13.71'
17.27'
13.36'
17'
4.28'
9. 77
18.58
27.50
36.42
1.50'
3"
4"
2.09
3.95
5.80
7.65
16
20
23
27
48"
76"
9'-11'
3.73'
15.43'
19.16'
15.03
19'
4.59'
10.42'
20.33
30.25
40.17'
1.54'
SPECIAL
SPECIAL
2.37
4.54
6.73
8.92
17
21
26
30
53"
83"
10'-8'
3.91
17.15'
21.06'1
16.70'
20'
4.77'
11.08'
21.75
32.42
43.08
1.58'
SPECIAL
SPECIAL
2.61
5.09
7.56
10.03
18
23
27
32
58"
91
11'-8'
4.08'
18.87'
22.95'
18.36'
22'
5,01'
11.83'
23.50
35.17
46.83
1.63'
SPECIAL
SPECIAL
2.91
5.77
8.64
1.50
19
24
29
35
SO BEVELED OR
CONSTRUCTION
SLOP VARIES 2,
ROUND CORNERS N
JOINT
PERMITTED
PgVEMENTN T U SOD
MOD
FCA
/ NgLo
17 GRATE
DETAILS,q
S,
0
0
0
0
0
0C
T
2'
GRq TES
�
14 „ SPACED
L�j
C.TO
:5
cf)
LL
0
c
om
w CONCRETE CONNECTOR CONSTRUCTION JOINT PERMITTED
�Q
PIPE
i DITCH GRADE
SADDLE I I
z Ln
2' NOT LESSIn
o
0
0
o
NO PIPE JOINT PERMITTEDLo
FASTENER
PAID FOR AS UNLESS APPROVED BY THE EN INEER
PIPE CULVERT E 32' SOD
SOD
F (PIPE TO BE IN ELIDED UNDER UNIT PRICE FOR MITERED END SECTION)
CONCRETE SLAB, 3" THICK, REINFORCED N
WITH WWF 6X6-W1.4XW1.4
*SLOPE:
TO MAJOR AXIS FOR PIPES 24" X 38" AND SMALLER.
2:1 FOR PIPES 29"!45" AND LARGER.
1n
I
TOP VIEW -SINGLE PIPE
SECTION
SIDE DRAIN MITERED END SECTION
2'-4" 2 1 „
11"
2„ � 2„
O O
O O
O O
_ O O
PIPE
00
O 0 0 O
O O
O O
O O
O O
cf) �O O
n_
N � 2'-4"
w r
�w L 00
1"
�0ry
L` PLAN 71
00 APPROX. WEIGHT 235 LBS.
o 1,- 2'-4"
z z 3'-4" 3"
x 5T
ry
L
o w
zO
2'-0"
w
1
GRATE
co
PIPE
x
w
2" CL.
Ud
QLni�
n @�
>
0
Cw cn
N 18
Q w
m
BOLTS EYE
cwn
INDEX SEE
t L
201
c
#4 BARS @
12" CTRS. 12"0 WEEPHOLE STRAIGHT BARS 2"X 4"
SECTION W/ROCK/FILTER RETICULINE BARS 1 1"X16"
FABRIC BANDS 2"X "'
RECOMMENDED MAXIMUM PIPE SIZE: APPROX. WEIGHT 104 LBS.
2'-0" WALL-18" PIPE
NOTES:
1) STEEL GRATES ARE REQUIRED ON INLETS 2) ALL INLETS WILL BE CAST TO PROVIDE A 18"
WITH TRAVERSABLE SLOTS AND ON INLETS SUMP BELOW LOWEST CULVERT INVERT
WHERE BICYCLE TRAFFIC IS ANTICIPATED.
PRE -CAST TYPE 'E' CATCH BASIN 0DR
nITc nIF ��nn IN
1 1/2" TYPE SP 9.5
ASPHALTIC CONCRETE
12" STABILIZED SUB -GRADE FBV OF
75 PSI COMPACTED TO 98% MAX.
DENSITY PER AASHTO T-180 METHOD.
SUB -GRADE SHALL MEET LBR 40
PAVEMENT SECTION
8" LIMESTONE OR COQUINA BASE
COMPACTED TO 98% MAX. DENSITY
PER AASHTO T-180 METHOD. BASE
SHALL MEET LBR 100
09/22 FL CD 6
N.T.S. NEWLINES
ISOMETRIC VIEW
JOINTS
WOVEN OR NON -WOVEN FILTER
12 12 FABRIC TYPE D-3 (SEE INDEX
MIN. MIN. 199) SECURING DEVICE
ELLIPTICAL PIPE
JOINTS
ROUND PIPE PIPE SECTIONS
COST OF FILTER FABRIC JACKET TO BE
INCLUDED IN COST OF PIPE CULVERTS
FOR ALL PIPE TYPES
FILTER FABRIC JACKET
-#5X18"
0 PAVING
N OR NON -WOVEN FILTER
IC SECURING DEVICE
09/22 IFL DR#14
09/22 IFL DR#18
HANDICAPPED SYMBOL
1/8" ALUMINUM PANEL SCREEN
PRINT SYMBOL COLORS SELECTED
SELECTED PER OKEECHOBEE
COUNTY PARKING CODE
FENCE POST (SPACING
8'-0" CE TO CL )
FABRIC TO BE SECURED TO
POST WITH METAL FASTENERS
& REINFORCEMENT BETWEEN
FASTENER AND FABRIC.
SILT ACCUMULATION -
GRADE
DIG 6" DEEP TRENCH,
BURY BOTTOM FLAP,
TAMP IN PLACE.
IAL WIRE FENCE BEHIND
FABRIC FOR "SUPER" SILT FENCE.
OPTIONAL WIRE FENCE BEHIND
FABRIC FOR "SUPER" SILT FENCE.
z
0
N
0
N
NOTES:
1. 1. FENCE POSTS SHALL BE SPACED 8 FEET CENTER -TO -CENTER OR CLOSER. THEY SHALL EXTEND
AT LEAST 2 FEET INTO THE GROUND AND EXTEND AT LEAST 2 FEET ABOVE GROUND (FIG. 23-2).
POSTS SHALL BE CONSTRUCTED OF HARDWOOD WITH A MINIMUM DIAMETER THICKNESS OF 1 1/2
INCHES
2. "SUPER" SILT FENCE -A METAL FENCE WITH 6 INCH OR SMALLER MESH OPENINGS AND AT LEAST 2
FEET HIGH MAY BE UTILIZED, FASTENED TO THE FENCE POSTS, TO PROVIDE REINFORCEMENT AND
SUPPORT TO THE GEOTEXTILE FABRIC. POSTS MAY BE SPACED LESS THAN 8 FEET ON CENTER AND
MAY BE CONSTRUCTED OF HEAVIER WOOD OR METAL AS NEEDED TO WITHSTAND HEAVIER SEDIMENT
LOADING. THIS PRACTICE IS APPROPRIATE WHERE SPACE FOR OTHER PRACTICES IS LIMITED AND
HEAVY SEDIMENT LOADING IS EXPECTED, "SUPER" SILT FENCE IS NOT TO BE USED IN PLACE OF
PROPERLY DESIGNED DIVERSIONS (PG. 15-1) WHICH MAY BE NEEDED TO CONTROL SURFACE RUNOFF
RATES AND VELOCITIES.
3. A GEOTEXTILE FABRIC, RECOMMENDED FOR SUCH USE BY MANUFACTURER, SHALL BE BURIED AT
LEAST 6 INCHES DEEP IN THE GROUND. THE FABRIC SHALL EXTEND AT LEAST 2 FEET ABOVE THE
GROUND. THE FABRIC MUST BE SECURELY FASTENED TO THE POSTS USING A SYSTEM CONSISTING OF
METAL FASTENERS (NAILS OR STAPLES) AND A HIGH STRENGTH REINFORCEMENT MATERIAL (NYLON
WEBBING, GROMMETS, WASHERS ETC.) PLACED BETWEEN THE FASTENERS AND THE GEOTEXTILE FABRIC.
THE FASTENING SYSTEM SHALL RESIST TEARING AWAY FROM THE POST. THE FABRIC SHALL
INCORPORATE A DRAWSTRING IN THE TOP PORTION of THE FENCE FOR ADDED STRENGTH.
4. SEDIMENT SHALL BE REMOVED FROM THE UPSTREAM FACE of THE BARRIER WHEN IT HAS REACHED
A DEPTH OF 1/2 THE BARRIER HEIGHT.
J. REPAIR OR REPLACE BARRIER (FABRIC, POSTS, BALES ETC.) WHEN DAMAGED. EXIST. PAV'MT.'
6. BARRIERS SHALL BE INSPECTED DAILY FOR SIGNS OF DETERIORATION AND SEDIMENT REMOVAL. 24 WHITE 6' MIN
STOP BAR 12' MAX = _ & BASE
= III 111 -
C E DETAIL 02 N.T.S.STOP SIGN LOCATION DETAIL 09/22 FL CD 7 SAW CUT D ETA I L 09/22 F CD 1
.S. NEWLINE N.T.S. NEWLINES N.T.S. NEWLINE
FINISHED GRADE A DENSITY TEST SHALL BE PERFORMED BETWEEN
BEGIN TESTING IN THE FIRST FOOT _
x III -III AND THEN EVERY 2 FEET TO III I III_
WITHIN 2 FEET OF SUBGRADE
/:l \MA
No HANDICAPPED SIGN _�_ BACKFILL SHALL BE PLACED IN 12" MAX. II -II
III LAYERS, EACH LAYER TO BE MECHANICALLY
II- TAMPED TO A MINIMUM 100% OF MAX. �� Q
DENSITY AS DETERMINED BY AASHTO _III EfE m o
WHEEL STOP I I METHOD T-99 FOR NON -FLEXIBLE PIPE o w w
(RCP, DIP) AND 98% FOR FLEXIBLE PIPE. ICI > 0 Q Q
z <
HANDICAP zo CAD =n m 0
PAVEMENT 12" MAX. 12" MAX. o w o � w
STRIPING PER > Q m Q > w
Qz
o FDOT INDEX 17346 x � � w O J U=
N w 0000 00000 00000000( z w w0
o co 0000 O 000000< N o�Qm w<
(� /-\ /-\ �O�O ww Lj ww
= ww6= 00
O O O O O <=) Lj o1
HANDICAPPED SYMBOL O O O O O O > z
J w Q
C�
000 000��
6" STRIPES (TYP.) INVERT O O O O O O m 0
5'0" 12 1 0
17'0 \/\// 10
//�/��IIII��-IIIII III��II
II
HANDICAPPED PARKING SIGN HANDICAPPED PARKING HAND PLACED SELECT
MATERIAL (MAXIMUM 6"
LAYERS) COMPACTED WITH
MECHANICAL TAMPERS
NOTE:
NOTE:
ALL PAVED PARKING STALLS ARE TO BE DOUBLE STRIPED. IF PIPE IS NOT UNDER PROPOSED PAVEMENT, BACKFILL SHALL BE
COMPACTED TO A FIRMNESS APPROXIMATELY EQUAL TO THAT OF THE
SOIL ADJACENT TO THE PIPE TRENCH.
HANDICAPPED PARKING SIGNAGE/STRIPING DETAIL o9/22 FL GD 13 TYPICAL TRENCH DETAIL PN9
T FL DR 8
N T_S. NFWI INFS .TS. NFWI INFS
SILT FEN
Ln
PARKING BY
DISABLED
PERMIT ONLI
VAN
ACCESSIBLE
/$250 FINE
2" SO. ALUMINUM POST FINISH
AS PER SPECIFICATIONS
FINISHED GRADE
III
EARTH 1=1III III II
CONCRETE FOOTING
6" 3,000 PSI CONCRETE
(FIBER REINFORCED)
12" STABILIZED SUB -GRADE FBV OF
OF 75 PSI COMPACTED TO 98%
MAX. DENSITY PER AASHTO T-180
METHOD. SUB -GRADE SHALL MEET
LBR 40
CONCRETE PAVEMENT
TYPICAL WHEELSTOP DETAIL 09/22 FL CD 9 SECTION 09/22 FL
N.T.S. NEWLINES N.T.S. NE
6" WHITE STRIPE
20' OVERALL STALL LENGTH
n ---WHEEL STOP OR FACE OF CURB
0
2'
6" WHITE STRIPE
EDGE OF PAVEMENT OR BACK OF CURB
* FOR PAVED AREAS
TYPICAL PARKING STALL 0.TS2 NEWLINE
FL SE 1
FINISHED GRADE
\ 1 /4„R 1 /4„R 1/2"
(TYP.) D 4
\ \ SEE NOTE NO. 5 /
D
N \ H J
z
SPRING n INITIAL BACKFILL 1/2" PRE -MOLDED 3/16" SAW CUT JOINT
LINE \ Q EXPANSION JOINT MATERIAL MAYBE SUBSTITUTED
mg
OF LAUNCHING LL' EXPANSION JOINTS CONTRACTION JOINTS
PIPE
BEDDING 6" MIN.
IF REQUIRED
\ FOUNDATION SEE PLANS FOR WIDTH
(MAY NOT BE 3,000 PSI CLASS I
REQUIRED) SLOPE PER CONCRETE
CROSS
SECTIONS 6" - 2 %
NOTES: 0
1. IN CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED. _---COMPACT SUBGRADE TO 95%
OF THE MAXIMUM DENSITY AS
2. BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO DETERMINED BY AASHTO T-99
GRADE. BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE
LONGITUDINAL SUPPORT UNDER THE PIPE.
3. HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE
PIPE. MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND NOTES:
TAMPED TO PROVIDE ADEQUATE SIDE SUPPORT.
1. PROVIDE EXPANSION JOINTS 20' CENTER TO CENTER, AT PC & PT OF
4. INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12" ABOVE THE TOP CURVES, JUNCTIONS OF EXISTING & NEW SIDEWALKS, AND WHERE SIDEWALK
OF PIPE. THE SOIL SHALL BE COMPACTED. ABUTS CURBS, DRIVEWAYS & SIMILAR STRUCTURES.
5. BACKFILL SHALL BE COMPACTED TO 100% OF MAX. DENSITY AS PER 2. PROVIDE CONTRACTION JOINTS 5' CENTER TO CENTER.
AASHTO T-99, TO A POINT 30" BELOW PROPOSED PROFILE GRADE OR
EXISTING GRADE. THE FINAL 30" OF BACKFILL SHALL BE COMPACTED TO 3. SOD SHALL BE PLACED BELOW EDGE OF SIDEWALK TO ALLOW DRAINAGE.
98% OF MAX. DENSITY AS PER AASHTO T-180.
4. SIDEWALK WITH 6"X6" NO. 10 WELDED WIRE MESH THROUGHOUT THIS
6. DENSITY TEST SHALL BE PREFORMED AT AREAS DETERMINED BY THE PROJECT.
UTILITIES ENGINEER OR PERMIT AGENCY HAVING JURISDICTION, AT THE
CONTRACTOR'S EXPENSE.
BACKFILLING REQUIREMENTS 09/22 FL DR 12 TYPICAL SIDEWALK 09/22 FL CD 8
N.T.S. NEWLINES N.T.S. NEWLINES
EDGE OF
PAVEMENT NEW PAV'MT. SAW CUT EXIST.
EDGE OF PAVEMENT & BASE 2 PAV'MT.
36" X 36" (TYP)
zx
n�
--
- -
6' MIN
J
00
oN
12' MAX
~oEfE
z
=
--I---
STRUCTURES AT THE FOLLOWING LOCATIONS
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE,
IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L° DOBBS,
P.E., SHALL BE WITHOUT LIABILITY TO NEWLINES ENGINEERING do SURVEY AND STEVEN L° DOBBS ENGINEERING, LLC.
MINOR SUBDIVISION PLAN
DETAILS - 1
GLENWOOD PARK
LYING IN SEC 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE CITY, FLORIDA
JDNEWLII�ES
ANn CONSHI I AIN I b LLC cc
STEVEN L. DOBBS, P.E. PROJECT NO. FL22024
DRAWN BY J M
SCALE AS SHOWN
DATE 2022-1 1-17
FLORIDA CERTIFICATE OF AUTHORIZATION NO. 00029206 DATE
STEVEN L. DOBBS ENGINEERING, LLC SHEET
1062 JAKES WAY OKEECHOBEE, FL 34974, PHONE (863) 824-7644 C600 OF 19
PROPERTY LINE
CHECK VALVE
(RESIDENTIAL)
METER BOX
VALVE BOXY ` PRESSURE TEST LIMIT
PAVEMENT
ISOLATION VALVE W/ VALVE
BOX AND METER BY
OKEECHOBEE UTILITY
AUTHORITY TYPICAL ALL
SERVICES
Q
24" 24" z PROPERTY
MIN. MIN. Q LINE (TYP)
ANGLE STOP �
METER (LOCKING TYPE 3: o
--f f-A, Lj_
3/4 OR 1" MIN. SERVICE z 0ISOLATION VALVE �
LINE POLYETHYLENE TUBING o z
SHORT SERVICES ONLY z x
7� w
WATER o w N
MAIN
0" OR 45' ANGLE
CENTER & SEAL ENDS (TYP) --
CORP STOP
FOR INSTALLATION OF SERVICES UNDER EXISTING
OR PROPOSED PAVEMENT AND RIGHTS OF WAY,
INSTALL GALVANIZED STEEL (2" MIN., 4" MAX.)
SCH. 40 PVC OR HDPE CASING
NOTES
DOUBLE STRAP SADDLE.
(CORPORATION STOP IS
REQUIRED)
1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18" APART. TAPS SPACED
BETWEEN 18" TO 48" SHALL BE OFFSET TO EACH SIDE OF THE MAIN, OR OFFSET 45°.
2. METER BOX SHALL BE SET TO CONFORM TO FINISHED GRADE ADJACENT TO PROPERTY LINE. METER BOX
SHALL NOT BE PLACED IN SIDEWALK OR DRIVEWAY AREAS. SERVICE LINES SHALL NOT BE PLACED UNDER
DRIVEWAYS.
3. SERVICE CONNECTION TUBING TO BE POLYETHYLENE AND MAXIMUM LENGTH OF 100'.
4. ALL 5/8 " & 1" METERS REQUIRE A 3/4 " & 1" LOCKING ANGLE METER VALVE RESPECTIVELY.
5. AFTER METER INSTALLATION, INSTALL LINE VALVE IN CUSTOMER SERVICE LINE.
6. DIMENSION "A" - 7" (5/8" X 3/4" METER) = 8" (1" METER)
7. CONTRACTOR TO PROVIDE & INSTALL ENTIRE WATER SERVICE UP TO ANGLE STOP INCLUDING METER BOX
8. QUA TO PROVIDE AND INSTALL METER.
9. QUA TO INSTALL IN -LINE DUAL CHECK VALVE (RESIDENTIAL).
10. QUA TO INSTALL ISOLATION VALVE & BOX ON CUSTOMER SIDE OF METER INSTALLATION.
* 36" MIN. IN STATE ROAD R/W & UNDER ASPHALT
TYPICAL SERVICE CONNECTION (UNDERGROUND)
OF 5/8" x 3/4" OR 1 " METER
1/4" ALUMINUM POLLUTION
RETARDING BAFFLE TOP EL.= 26.50,
BOTTOM EL.- 25.00 BOLTED 6" ON
CENTER W/ MASONRY BOLTS SEALED
W/RAM NEK SEALER.
18" ADS N-12
INV. EL.- 23.00
L--J
SIDE VIEW
O
3" DIAMETER
0 BLEEDER ORIFICE
INV. EL.= 25.00
2' X 2'X 4"
CONCRETE SLAB @
TOP EL. 24.50
3/4 " SERV
ANGLE STOP (TYP)
METER
SINGLE SERVICE
CHECK VALVE
LINE (TYP)
CORP STOP
SERVICE LINE
NCH
DOUBLE SERVICE
RVICE "Y"
E LINE
VE (TYP)
'P)
z
a
w
Q
DOUBLE STRAP TAPPING
SADDLE - AWWA (TYP)
z
Q
w
w
Q
NOTES:
1. AUTHORIZED SERVICE LINE MATERIAL SHALL BE POLYETHYLENE TUBING.
2. MULTIPLE SERVICE/METER INSTALLATIONS OF MORE THAN 4 METERS PER SERVICE AND SERVICE LINES
LARGER THAN 2" IN DIAMETER SHALL BE HANDLED ON AN INDIVIDUAL BASIS.
3. NO FITTINGS BETWEEN CORP. STOP & ANGLE VALVE OR CORP. STOP & "Y" BRANCH FOR MULTIMETER
INSTALLATIONS.
TYPICAL SERVICE FOR MULTIPLE SERVICES (TWO OR
10/15 QUA #1 MORE)
N T C NF\NI INF7C
FRONT VIEW
GRATE EL.= 26.50
1/4" ALUMINUM POLLUTION
RETARDING BAFFLE INV.
EL.= 25.00
IAMETER BLEEDER
CE INV. EL.= 25.00
ADS N-12
RT EL.= 23.00
TURE
BOT. EL.= 21.50
1/4" ALUMINUM POLLUTION
RETARDING BAFFLE TOP EL.= 26.70,
BOTTOM EL.- 25.00 BOLTED 6" ON
CENTER W/ MASONRY BOLTS SEALED
W/RAM NEK SEALER.
18" ADS N-12
INV. EL.- 23.00
SIDE VIEW
O
12"
O
O
0
QUA
/\nL ITO A r'Tno (lI IA
MAIN
NOTES
1. WATER MAIN TO BE PRESSURE TESTED AND DISINFECTED ACCORDING TO FDEP REGULATIONS, AWWA
STANDARDS AND QUA REQUIREMENTS.
2. BACTERIOLOGICAL TESTING IS TO BE PERFORMED BY CONTRACTOR WITH PRIOR NOTIFCATION OF
TESTING TO QUA PERSONNEL.
3. DO NOT REMOVE TEMPORARY CONNECTION UNTIL ALL TESTING HAS BEEN COMPLETED.
4. PROVIDE ALL NECESSARY THRUST BLOCKS OR OTHER RESTRAINTS.
5. FILLING AND FLUSHING LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND WITH
APPROVAL OF ENGINEER AND/OR QUA.
6. MAIN LINE VALVE TO BE OPENED BY QUA PERSONNEL ONLY AND OPENED FOR CANNON FLUSHING
OF NEW PIPING SYSTEM.
3" DIAMETER
BLEEDER ORIFICE
INV. EL.= 25.00
2' X 2'X 4"
CONCRETE SLAB @
TOP EL. 24.50
FILLING, DISINFECTING AND TESTING DETAILS
FRONT VIEW
GRATE EL.= 26.70
1/4" ALUMINUM POLLUTION
RETARDING BAFFLE INV.
EL.= 25.00
IAMETER BLEEDER
CE INV. EL.= 25.00
ADS N-12
RT EL.= 23.00
TURE
BOT. EL.= 21.50
10/15 IOUA #10
WATER
SMOOTH, UNTHREADED 0.5"
HOSE BIB FOR BACTERIA SAMPLES
12" MINIMUM
L.VIV I I\VL
VALVE
NOTES
i
2" PVC SCH 80 OR BRASS
FORMULA FOR ESTIMATING RATE OF DISCHARGE
Q = 2.83 d' SX
WHERE:
Q = DISCHARGE IN GALLONS PER MINUTE
d = INSIDE DIAMETER OF DISCHARGE PIPE
d, Sx, Sy = MEASURED IN INCHES
1. REFERENCE, AWWA C651.
2. THIS DETAIL APPLIES TO PIPES UP TO AND INCLUDING 8" DIAMETER. LARGER SIZES SHALL BE HANDLED ON
A CASE BY CASE BASIS.
3. PIGGING OF LINES IS AN ACCEPTABLE METHOD OF CLEANING.
4. ABOVE GROUND PIPING TO BE REMOVED UPON COMPLETION OF TESTING.
VIN.
VVV ULL JII\nl Jf"�VVLL
NOTES:
1. SAMPLE POINT SHOULD BE ON A SERVICE LINE OR FIRE HYDRANT IF POSSIBLE.
2. SAMPLE POINT TO BE REMOVED BY CONTRACTOR AFTER PROJECT IS ACCEPTED.
FLUSHING DETAILS f\T i 0 QUA #9A
C I\IC\All II\ICC
CONTROL STRUCTURE CS-1 TYPE "C" INLET (MODIFIED) 09/22 FL DR#2 i CONTROL STRUCTURE CS-2 TYPE "C" INLET (MODIFIED) 09/22 FL#-^� SAMPLING POINT (ON MAIN)0/15 !'QUA #7
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE,
IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS,
P.E., SHALL BE WITHOUT LIABILITY TO NEWLINES ENGINEERING do SURVEY AND STEVEN L. DOBBS ENGINEERING, LLC.
MINOR SUBDIVISION PLAN
DETAILS - 2
GLENWOOD PARK
LYING IN SEC 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE CITY, FLORIDA
JDNEWLII�ES
ANn CONSHI I AIN I b LLC cc
STEVEN L. DOBBS, P.E. PROJECT NO. FL22024
DRAWN BY J M
SCALE AS SHOWN
DATE 2022-1 1-17
FLORIDA CERTIFICATE OF AUTHORIZATION NO. 00029206 DATE
STEVEN L. DOBBS ENGINEERING, LLC SHEET
1062 JAKES WAY OKEECHOBEE, FL 34974, PHONE (863) 824-7644 C601 OF 19
GROUND OR
PAVEMENT SURFACE
UNDISTURBE
SOIL
FIRE HYDRANT
USE ANCHOR
COUPLING
MECHANICAL JOINT TEE
VARIES
PIPING TO BE MECHANICAL JOINT RESTRAINED
4 1/2 " PUMPER NOZZLE FACING
AS DIRECTED, AND TWO 2-1/2"
HOSE NOZZLES.
O
R
18" MAX.
o x
z x
N FINISHED GRADE
VALVE SETTING
(SEE DETAIL)
18"
/6" R.S.G.V.
6" D.I.P. OR PVC C-900
5 1 /4 "
VALVE OPENING
UNDISTURBED
SOIL
ReIal
1. HYDRANT SHALL BE INSTALLED PLUMB AND TRUE.
2. THE MODEL COLOR TO BE SAFETY YELLOW, HYDRANT SHALL BE PER QUA REQUIREMENTS.
3. VALVE SHALL BE PLACED ADJACENT TO MAIN, TIED TO TEE.
4. ANCHOR TEES ARE PERMITTED.
5. ALL HYDRANTS SHALL BE TEE'D OFF MAINS.
6. HYDRANTS SHALL NOT BE PLACED IN SIDEWALKS, ROADWAYS OR BIKEPATHS.
7. MEGALUGS ON ALL FITTINGS.
8. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS PLACED IN SERVICE.
LOCATION OF PUBLIC WATER SYSTEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314
OTHER PIPES
HORIZONTAL SEPERATION
CROSSING (1)
JOINT SPACING @ CROSSINGS
(FULL JOINT CENTERED)
WATER MAIN
ALTERNATE 3 FT.
WATER MAIN
12 INCHES IS THE
MINIMUM
STORM SEWER,
MINIMUM EXCEPT FOR
WATER MAIN
STORMWATER FORCE MAIN,
STORM SEWER, THEN 6
RECLAIM WATER (2)
3 FT.
INCHES IS THE MINIMUM
MINIMUM
AND 12 INCHES IS
if
PREFERRED
WATER MAIN
ALTERNATE 3 FT.
WATER MAIN
MINIMUM
VACUUM SANITARY
SEWER
10 FT.
PREFERRED
12 INCHES PREFERRED
6 INCHES MINIMUM
WATER MAIN
3 FT. MINIMUM
WATER MAIN
ALTERNATE 6 FT.
GRAVITY OR PRESSURE
SANITARY SEWER,
SANITARY SEWER
FORCEMAIN RECLAIM
WATER (4)
WATER MAIN
10 FT.
PREFERRED
116 FT. MINIMUM
12 INCHES IS THE
MINIMUM EXCEPT FOR
GRAVITY SEWER, THEN 6
INCHES IS THE MINIMUM
AND 12 INCHES IS
PREFERRED
MINIMUM
WATER MAIN
ON -SITE SEWAGE
10 FT.
- - -
---
TREATMENT & DISPOSAL
MINIMUM
FAC RULE 62-555.314 NOTES:
1. WATERMAIN TO CROSS OVER CONFLICT PIPES WHEREVER POSSIBLE, MAINTAINING 30 INCHES COVER
AND 6 INCHES SEPARATION AS MINIMUMS. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE
MIN. SEPARATION IS 12 INCHES.
2. RECLAIMED WATER REGULATED UNDER PART III OF CHAPER 62-610, F.A.C.
3, 3 FT FOR GRAVITY SANITARY SEWER WHERE THE BOTTOM OF THE WATER IS LAID AT LEAST 6
INCHES ABOVE THE TOP OF THE GRAVITY SANITARY SEWER.
4, RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
NOTES:
A. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW PRESSURE PIPE TO CROSS
ABOVE CONFLICT PIPE WITH 6 INCHES VERTICAL SEPARATION AND MAINTAIN 30 INCHES COVER TO FINISHED GRADE.
B. FITTINGS SHALL BE RESTRAINED WITH MECHANICAL RESTRAINTS (MEGALUG). IN ACCORDANCE WITH OUA STANDARD
DETAILS.
C. THE DEFLECTION TYPE CROSSING IS PREFERRED.
D. DO NOT EXCEED 75% OF MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION.
E. MECHANICALLY RESTRAIN ALL FITTINGS. AS PER MANUFACTURERS RECOMMENDATION AND OUA STANDARD DETAILS.
WATER MAIN - SANITARY SEWER CONFLICT
1-24"�
N
PLAN
CAST IRON COVER MARKED
"WATER", "SEWER" OR "FIRE"
TOP OF PAVEMENT
4"
5-1/4" C.I. ADJUSTABLE VALVE
BOX (INSIDE SCREW TYPE)
D/I OR C-900 P.V.C.
SQUARE NUT
MECHANICAL
JOINT VALVE
CONCRETE COLLAR
POUR CONCRETE COLLAR TO
GRADE IN SODDED AREAS
NOTES:
JURISDICTIONAL LINE (IF APPLICABLE)
SILT SCREEN
RESTORATION & GRASSING
PAYMENT LIMITS
12"
BENCH WIDT�
12" 12„ 12„
v11N. MAX. i PIPE O.D. MAX.
\0�
o
UNDISTURBED EARTH
BACKFILLED & COMPACTED TO 98% MAX.
DENSITY AT +/- 2% OF OPTIMUM MOISTURE
DETERMINED BY MODIFIED PROCTOR TEST
AASHTO T-180/ASTM D 1557, IN 12"
LOOSE THICKNESS LIFTS.
BACKFILLED & COMPACTED TO 98% MAX.
DENSITY AT +/- 2% OF OPTIMUM MOISTURE
DETERMINED BY MODIFIED PROCTOR TEST
AASHTO T-180/ASTM D 1557, IN 6" LOOSE
THICKNESS LIFTS.
NOTES:
1. SEWER RAIN GUARDS SHALL BE INSTALLED ON ALL MANHOLES.
2. SEWER RAIN GUARDS SHALL BE AS MANUFACTURED BY FOSROC-PRECO
INDUSTRIES, INC., OR SOUTH WEST PACKING AND SEALS, INC., OR
APPROVED EQUAL.
1. BACKFILL MATERIALS SHALL CONSIST OF CLEAN EARTH FILL COMPRISED OF SAND, SAND AND CLAY, GRAVEL, CRUSHED
ROCK OR OTHER MATERIALS FROM GROUPS A-1, A-2 OR A-3, AASHTO CLASSIFICATION, FREE FROM ORGANIC MATTER
AND VEGETATION, DEBRIS, LARGE CLODS OF EARTH OR STONES. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK,
DEBRIS, LARGE ROCKS AND ROOTS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR.
2. THE PIPE SHALL BE FULLY SUPPORTED ALONG ENTIRE LENGTH.
MANHOLE RAIN GUARD
10/15
QUA #28
3. THE PIPE TRENCH SHALL REMAIN DRY DURING PIPE LAYING OPERATIONS.
N.T.S.
NEWLINES
15
x
7N
4. ALL TRENCH WORK SHALL CONFORM TO LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCH SAFETY ACT AND
OR OSHA.
CD
CO
5. FOUR INCH WIDE DETECTABLE TAPE SHALL BE PLACED APPROXIMATELY 12"-18" BELOW FINISHED GRADE AND DIRECTLY
ABOVE ALL PRESSURE PIPING. TAPE, WORDING AND COLOR SHALL CONFORM TO CITY STANDARDS.
6. TRAFFIC LANE CLOSURES, MOT PLANS AND ROADWAY REPAIRS MATERIALS SHALL BE PER DIRECTION OF ROAD OWNER.
CONTRACTOR TO INQUIRE WITH OWNER ABOUT REQUIREMENTS PRIOR TO BID.
7. 3M LOCATOR BALLS SHALL BE INSTALLED AT EACH FITTING IN THE PIPE LINE CHANGING DIRECTION AND AT EACH
CONCRETE
CONNECTION.
BRICKS FOR
8. 3M LOCATORS TO BE PROVIDED BY DEVELOPER AS SPECIFIED BY O.U.A.
PADS
NOTE:
VALVE NUT EXTENSION IS REQUIRED ON ALL VALVES WITH MORE THAN 36" OF COVER. EXTEND NUT TO WITHIN
18" OF VALVE BOX RIM. PROVIDE SOLID BRICK PAD FOR VALVE BOX TO SIT ON.
ouA, TYPICAL VALVE SETTING
ASPHALTIC CONCRETE OVERLAY AREA
SEE DRAWINGS FOR LIMITS
SURFACE REPLACEMENT
W+4'
_I 6TOP OF TRENCH WIDTii� 2" MIN.
"'III I W I
T
EXISTING BASE'
PROPOSED BASE
2T (12" MIN.)
MAX, PIPE O.D. I MAX.
o
UNDISTURBED EARTH
EXISTING ASPHALT SURFACE
BACKFILLED & COMPACTED TO 98% MAX.
DENSITY AT +/- 2% OF OPTIMUM
MOISTURE DETERMINED BY MODIFIED
PROCTOR TEST AASHTO T-180/ASTM D
1557. IN 6" LOOSE THICKNESS LIFTS.
NOTES:
1. BACKFILL MATERIALS SHALL CONSIST OF CLEAN EARTH FILL COMPRISED OF SAND, SAND AND CLAY, GRAVEL,
CRUSHED ROCK OR OTHER MATERIALS FROM GROUPS A-1, A-2 OR A-3, AASHTO CLASSIFICATION, FREE FROM
ORGANIC MATTER AND VEGETATION, DEBRIS LARGE CLODS OF EARTH OR STONES. UNSUITABLE IN -SITU MATERIALS
SUCH AS MUCK, DEBRIS, LARGE ROCK AND ROOTS SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR.
2. THE PIPE SHALL BE FULLY SUPPORTED ALONG ENTIRE LENGTH.
3. THE PIPE TRENCH SHALL REMAIN DRY DURING PIPE LAYING OPERATIONS.
4. ALL TRENCH WORK SHALL CONFORM TO LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCH SAFETY ACT
AND OR OSHA.
5. FOUR INCH WIDE DETECTABLE TAPE SHALL BE PLACED APPROXIMATELY 12"-18" BELOW FINISHED GRADE AND
DIRECTLY ABOVE ALL PRESSURE PIPING. TAPE, WORDING AND COLOR SHALL CONFORM TO CITY STANDARDS.
6. BACKFILL SHALL BE COMPACTED IN 6" LAYERS WITH MECHANICAL TAMPERS FOR THE FULL WIDTH OF THE TRENCH
AND UP TO THE BOTTOM OF THE ROADWAY BASE. PARTICULAR ATTENTION MUST BE GIVEN TO THE ADEQUATE
COMPACTION OF THE HAUNCHES OF THE PIPE. THE BACKFILL SHALL BE COMPACTED TO 98% AASHTO
T-180/ASTM D 1557 TAKEN AT THE SPRING LINE, AT ONE FOOT ABOVE THE CROWN OF THE PIPE, AND EVERY
FOOT VERTICALLY THEREAFTER.
7. BASE MATERIAL SHALL BE THE SAME TYPE AS THE MATERIALS REMOVED.
8. SURFACE REPLACEMENT SHALL BE F.D.O.T. MIX TO MATCH EXISTING PAVEMENT, WITH A THICKNESS EQUAL TO THE
EXISTING OR 2" WHICHEVER IS GREATER.
9. PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED BUTT JOINTS, HEATED, RAKED AND SPRAYED WITH A
REJUVENATING AGENT. THE PATCH AREA SHALL BE A SMOOTH PLANE SUCH THAT A STRAIGHT EDGE PLACED
ACROSS THE PATCH, PARALLEL TO THE TRAFFIC FLOW AND EXTENDING TO UNDISTURBED PAVEMENT SHALL SHOW
NO MORE THAN 1/4" IRREGULARITY IN ANY 15 FT. SECTION. ANY IRREGULARITY SHALL BE CORRECTED IN
ACCORDANCE WITH F.D.O.T. SPECIFICATIONS.
10. "COLD PATCH" SHALL BE USED FOR TEMPORARY REPAIRS ONLY, AND FOR A PERIOD NOT TO EXCEED 30 DAYS.
11. TRAFFIC LANE CLOSURES, MOT PLANS AND ROADWAY REPAIRS MATERIALS SHALL BE PER DIRECTION OF ROAD
OWNER. CONTRACTOR TO INQUIRE WITH OWNER ABOUT REQUIREMENTS PRIOR TO BID.
12. 3M LOCATOR BALLS SHALL BE INSTALLED AT EACH FITTING IN THE PIPE LINE CHANGING DIRECTION AND AT EACH
CONNECTION.
13. 3M LOCATORS TO BE PROVIDED BY DEVELOPER AS SPECIFIED BY O.U.A.
15 QUA 16 TRENCH REPAIR DETAILS PAVED AREAS
S. NEWLINES
1n10/15 I QUA. #131
TYPICAL TRENCH DETAIL
R/W OR EASEMENT LINE
VALVE & VALVE BOX
VALVE & VALVE BOX
ROAD SURFACE
OR OTHER
AREA TO BE
-
DRILLED EXIST. GRADE
\,
\\\ADAPTER\ �\
2,
�_
a_MIN.
x o
MIN.
HDPE
\/AI \/r
PIPELINE
HDPE PIPE INE
OUA 12
15 IOUA #1
ADAPTER
PERPENDICULAR
CONNECTION PLAN VIEW
a
HDPE-MJ ADAPTER
4° MA SLOPE
ZING D.I.P. OR_j
P.V.C. PIPELINE
STRAIGHT RUN CONNECTION
MJ FITTING
NOTES:
1. DIRECTIONAL DRILLS SHALL BE COMPLETED USING DR11 HDPE PIPE,
DIP SIZE: FOR WATER AND SANITARY FORCE MAIN
IPS SIZE: FOR VACUUM SEWER.
2. ALL DIRECTIONAL DRILLS SHALL BE AT A DEPTH OF 1OX PIPE DIAMETER BELOW THE ROADWAY SURFACE OR
4' WHICHEVER IS GREATER.
3. ALL HDPE MUST BE COLOR CODED (SAFETY BLUE -WATER, SAFETY GREEN FOR SEWER AND PANTONE
PURPLE FOR RECLAIMED WATER); BUTT FUSION WELDED; AND CONNECTED WITH HDPE-MJ ADAPTER.
4. 10 GUAGE SOLID COPPER LOCATING WIRES SHALL BE TAPED TO PIPE FROM VALVE TO VALVE AT A SPACING
NO GREATER THAN 5 FEET AND PULLED WITH THE PIPE. SEE D17 FOR ADDITIONAL DETAILS.
5. GRAVITY SEWER BORES AS PREAPPROVED BY QUA.
1^10/15 I QUA. #19 DIRECTIONAL DRILLING DETAIL
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE,
IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS,
P.E., SHALL BE WITHOUT LIABILITY TO NEWLINES ENGINEERING do SURVEY AND STEVEN L. DOBBS ENGINEERING, LLC.
MINOR SUBDIVISION PLAN
DETAILS -3
GLENWOOD PARK
LYING IN SEC 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE CITY, FLORIDA
JDNEWLII�ES
ANn CONSHI I AIN I b LLC cc
STEVEN L. DOBBS, P.E. PROJECT NO. FL22024
DRAWN BY J M
SCALE AS SHOWN
DATE 2022-1 1-17
FLORIDA CERTIFICATE OF AUTHORIZATION NO. 00029206 DATE
STEVEN L. DOBBS ENGINEERING, LLC SHEET
1062 JAKES WAY OKEECHOBEE, FL 34974, PHONE (863) 824-7644 C602 OF 19
FINISH GRADE UNPAVED
SURFACE SEE D-25 FOR
STANDARD M/H FRAME
2" TYP.
AND COVER
PAVED SURFACE
N X
Q
PRECAST GRADE RINGS OR
o
24" MIN.
SOLID CORE BRICK PLASTERED
INSIDE & OUTSIDE w/ 1 " OF
PORTLAND CEMENT.
z Q
0 co
0
1 1
°
Qo
°
°
Q PRECAST MANHOLES SHALL
w
COMPLY WITH ASTM C 478,
Q
LATEST REVISION, UNLESS
>
n,
r- OTHERWISE NOTED
w
w MANHOLE JOINT SHALL
CD COMPLY WITH ASTM C
°
° Q
m
443, LATEST REVISION
=
�.
0
o_
o #4 AT 12" O.C.E.W. (MIN.)
_
NEOPRENE MAX
GASKET MAX. °
SLOPE 1 "/FT.
°
8" MIN. BOTTOM RISER SECTION AND BASE SLAB
TO BE MONOLITHICALLY POURED
2500 PSI CONCRETE o ° °
PIPE SUPPORT o 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 6" MIN.
0 0 0 0 0
3" CLEA
#4 AT 12" O.C.E.W. (MIN.) 6" 6" 6" 6"
MIN. MIN. 4' DIA. (MIN.) MIN. MIN.
GRAVEL
NOTES
1. PRECAST CONCRETE TYPE II 4000 P.S.I.
2. "RAMNEK" OR EQUAL AT ALL RISER JOINTS (1/2" THICK WITH WIDTH AT LEAST 1/2 THE WALL THICKNESS)
WITH GROUT INSIDE AND OUTSIDE.
3. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON —SHRINKING GROUT.
4. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOW STREAM (SEE DETAIL).
5. LIFT HOLES ARE PERMITTED AND SHALL BE SEALED AFTER PLACEMENT OF RISER.
6. ALL PIPE HOLES SHALL BE PRECAST OR CORE —DRILLED.
7. APPROVED RUBBER BOOTS MUST BE USED WITH PVC PIPE.
8. INSIDE DROPS SHALL NOT EXCEED 2.0 FEET.
9. COAT INTERIOR & EXTERIOR WITH 2 COATS COAL TAR EPDXY, OR PRO —TECH COATING, 8 mil. MIN. DRY FILM
THICKNESS EACH COAT OR QUA APPROVED EQUAL.
STANDARD MANHOLE (CONCENTRIC CONE
MECHANICAL THRUST RESTRAINT CHART 2
MAIN
RUN, in
BRANCH,
in
TEE
LARGE
SIZE
SMALL
LARGE
REDUCER
PVC
DIP
PVC
DIP
4
4
1
1
6
4
33
21
6
4
1
1
8
4
60
38
6
6
1
1
8
6
35
22
8
4
1
1
10
4
81
51
8
6
1
1
10
6
61
39
8
8
7
5
10
8
33
21
10
6
1
1
12
4
101
64
10
8
1
1
12
6
85
54
10
10
21
14
12
8
62
39
12
6
1
1
16
4
138
87
12
8
1
1
16
6
126
79
12
12
36
24
16
8
109
68
16
6
1
1
16
12
63
40
16
8
1
1
18
4
154
97
16
16
65
43
18
6
144
91
18
6
1
1
18
8
129
81
18
8
1
1
20
4
171
107
18
18
79
52
20
6
161
101
20
6
1
1
20
8
148
93
20
8
1
1
20
12
113
71
20
20
92
61
24
4
201
127
24
6
1
1
24
6
194
122
24
8
1
1
24
8
183
115
24
24
118
78
24
12
154
97
THRUST RESTRAINT CHART BASED UPON THE FOLLOWING:
PVC DIP PIPE MATERIAL, AS NOTED
SP SOIL TYPE (designer to confirm)
1.5 SAFETY FACTOR (minimum)
3 TRENCH TYPE (designer to confirm)
2.5 DEPTH OF BURY, ft (designer to confirm)
150 TEST PRESSURE, psi (minimum)
THE MINIMUM LENGTH OF PIPE OUT OF ANY VALVE OR FITTING SHOULD BE 20 LF.
FITTINGS NOT SHOWN TO BE CALCULATED UTILIZING THE CRITERIA LISTED ABOVE AND SUBMITTED IN A SHOP
DRAWING
VALUES SHOWN IN CHART INDICATE LENGTH (LF) OF PIPE TO BE RESTRAINED ON EITHER SIDE OF ITEM LISTED
NOTE 1:ANY CONDITION OTHER THAN THOSE LISTED ABOVE (including poly —wrapped DIP) SHALL REQUIRE
REVISION OF THE TABLE IN ACCORDANCE
WITH EBAA IRON, INC., RESTRAINT LENGTH
CALCULATOR (V. 5.4).
(http://www.ebac.com/engineering.htm or
http://rcp.ebaa.com)
NOTE 2:THE REVISED CHARTS SHALL BE SUBMITTED TO QUA AS A SHOP DRAWING SUBMITTAL.
WATER THRUST RESTRAINT 10/15 OUA 51
N.T.S. I NEWLINEE
10/15 IDUA #27
6%4'
2'x2'
CONCRETE F
PLUG &
CLEAN —OUT
INVERTED PLUG f
WITH CON(
8"x6" P.V.C.
TEE—WYE
'x2'x4" CONCRETE PAD
4" MIN. INDIVIDUAL
HOUSE CONNECTION
—CLEAN—OUT WITH INVERTED
PLUG FLUSH WITH CONCRETE
—ALL ENDS TO BE
PLUGGED & SEALED
W/STD. STOPPERS
OR PLUGS
- "—PROPERTY LINE
6" X 6" X 4" X 4"
STD. P.V.C.
78"x6"P.V.C.
. BEND DOUBLE Y BRANCH
UIRED /� 2'x2'x4" CONCRETE PAD
4" MIN. INDIVIDUAL
HOUSE CONNECTION
CLEAN —OUT WITH INVERTED
TEE—WYE PLUG FLUSH WITH CONCRETE
EASEMENT, R/W OR PROPERTY LINE
CL OF MAIN SEWER. 2'x2'x4" CONCRETE PAD
PLAN CLEAN —OUT WITH
INVERTED PLUG FLUSH
EASEMENT, R/W OR PROPERTY LINE WITH CONCRETE
lllll�ll I I I I I
6" P V C SERVICE
EASEMENT, R/W OR PROPERTY LINE LATERAL SLOPE
3'-0" MIN.
1/4 PER FOOT
�2'x2'x4" CONCRETE PAD TYP., 1 /8 " PER
FOOT MIN.
CLEAN —OUT WITH INVERTED /
PLUG FLUSH WITH CONCRETE
3'-0" MIN. 4
45° BEND 6" P.V.C.
� SERVICE
'LATERAL
6"x4" WYE
SLOPE 1/4 " PER FOOT
TYP., 1 /8 " PER FOOT MIN.
SINGLE SERVICE CONNECTION
SECTION
---PLUG & SEAL
P111rIIIt�II
6" X 6" X 4" X 4" STD.
P.V.C. DOUBLE 'Y' BRANCH
TO BE DETERMINED IN
THE FIELD (60° MAX.)
NDISTURBED EARTH
DOUBLE SERVICE CONNECTION
NOTES:
1. SERVICE LATERALS SHALL TERMINATE AT PROPERTY LINE AT A DEPTH OF 3 FEET, PLUGGED WATERTIGHT
WITH CLEAN —OUT.
2. THE MINIMUM DIAMETER OF ALL SINGLE HOUSEHOLD CONNECTIONS SHALL BE 4"MINIMUM ALL OTHERS
SHALL BE 6" AND ALL DOUBLE SERVICES
3. CONNECTION TO O.U.A. LATERAL SHALL BE MADE WITH A CLEAN —OUT AT PROPERTY LINE BY THE
CONTRACTOR OR CUSTOMER MAKING THE CONNECTION, WITH A 2'x2'x4" CONCRETE PAD WITH A INVERTED
PLUG, BOTH TO BE SET AT FINAL GRADE
TYPICAL SEWER SERVICE CONNECTION
NVERTED PLUG FLUSH W/ CONCRETE
RAFFIC AREAS)
GRADE
2' SO
3000 P
90" ELBOW (SEWER SWEEP)
TYPICAL MAIN LINE TERMINAL CLEANOUT
GRADE
2' SQUARE, 4" THICK
3000 P.S.I. CONC. PAD 6" CLEANOUT ASSEMBLY
W/ SCREWED CAP— INVERTED
PLUG FLUSH W/ CONCRETE PAD
(NON —TRAFFIC AREAS)
6" P.V.C. WYE
TO STREET SERVICE TO BUILDING
TYPICAL SERVICE LATERAL ONE WAY CLEANOUT
NOTES
1. ONE WAY CLEANOUT (SWEEP TO STREET SERVICE).
2. CLEAN OUT SHALL BE LOCATED ON RIGHT OF WAY LINE.
3. IN TRAFFIC AREAS A METAL CLEANOUT COVER AND LID SHALL BE INSTALLED
OVER PVC CLEANOUT.
4. ALL CLEAN OUT'S REQUIRE AN INSPECTION.
SECTION "A —A"
NOTES
10/15 IDUA #31
MECHANICAL THRUST RESTRAINT CHART 1
PIPE
90° BEND
45° BEND
22 1 2° BEND
11 1 4° BEND
DEADEND VALVE
SIZE, in
PVC
DIP
PVC
DIP
PVC
DIP
PVC
DIP
PVC
DIP
4
21
16
9
7
5
4
2
2
45
29
6
28
23
12
10
6
5
3
3
63
40
8
37
29
16
12
8
6
4
3
83
53
10
44
35
18
15
9
7
5
4
99
63
12
51
41
21
17
11
8
5
4
116
74
14
57
46
24
19
12
10
6
5
132
83
16
64
51
27
21
13
11
7
5
149
94
18
70
56
29
24
14
12
7
6
164
104
20
76
61
32
26
16
13
8
6
179
113
24
87
70
36
29
18
14
9
7
208
131
THRUST RESTRAINT CHART BASED UPON THE FOLLOWING:
PVC DIP PIPE MATERIAL, AS NOTED
SP SOIL TYPE (designer to confirm)
1.5 SAFETY FACTOR (minimum)
3 TRENCH TYPE (designer to confirm)
2.5 DEPTH OF BURY, ft (designer to confirm)
150 TEST PRESSURE, psi (minimum)
THE MINIMUM LENGTH OF PIPE OUT OF ANY VALVE OR FITTING SHOULD BE 20 LF. FITTINGS NOT SHOWN
TO BE CALCULATED UTILIZING THE CRITERIA LISTED ABOVE AND SUBMITTED IN A SHOP DRAWING VALUES
SHOWN IN CHART INDICATE LENGTH (LF) OF PIPE TO BE RESTRAINED ON EITHER SIDE OF ITEM LISTED
NOTE 1:ANY CONDITION OTHER THAN THOSE LISTED ABOVE (including poly —wrapped DIP) SHALL REQUIRE
REVISION OF THE TABLE IN ACCORDANCE
WITH EBAA IRON, INC., RESTRAINT LENGTH
CALCULATOR (V. 5.4).
(http://www.ebaa.com/engineering.htm or
http://rcp.ebac.com)
NOTE 2:THE REVISED CHARTS SHALL BE SUBMITTED TO QUA AS A SHOP DRAWING SUBMITTAL.
HEAVY
WITH N
MINIMUM
❑ ❑ ❑ ❑
SANI ARY
SEWE
R
❑ ❑
PLAN
UTY C.I. FRAME AND COVER,
N—PENETRATING PICK HOLES;
WEIGHT 334 POUNDS;
PAVED SURFACE
FINISH GRADE
UNPAVED SURFACE 2" TYP. I �22-3/4'�
i�
/ZZ7
21"
25-1 /4"
36"
RAIN GUARD
NOTES
1. A WATER —TIGHT MANHOLE "RAIN GUARD" INSERT SHALL BE INSTALLED IN ALL MANHOLES.
2. A 3'X3'X6" CONCRETE COLLAR SHALL BE INSTALLED WHERE MANHOLE IS INSTALLED IN
UNPAVED AREAS
3. "SANITARY SEWER" FOR WASTEWATER APPLICATIONS.
4. "WATER" FOR WATER APPLICATIONS.
WATER THRUST RESTRAINT 110/c5 IOcA #WI Eon STANDARD MANHOLE FRAME AND COVER I 1o/c5 I IFU #fl c5�
1. INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS.
2. SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS
PROVIDING FOR SMOOTH FLOWS.
3. CHANNELS FOR FUTURE CONSTRUCTION (STUBS) SHALL BE CONSTRUCTED, FILLED WITH SAND, AND
COVERED WITH I" OF MORTAR.
4. SLOPE MANHOLE WITH A 1:2 SLOPE FROM MANHOLE WALL TO CHANNEL.
5. INVERT SHALL BE A MINIMUM OF 1/2 THE DIAMETER OF THE LARGEST PIPE OR 4" DEEP
TYPICAL CLEANOUT I 1o/c5 o�AAfl„#F-c1 FLOW PATTERNS FOR MANHOLE INVERTS I 1o/c5 QUA #Afl Fob
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE,
IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS,
P.E., SHALL BE WITHOUT LIABILITY TO NEWLINES ENGINEERING do SURVEY AND STEVEN L. DOBBS ENGINEERING, LLC.
MINOR SUBDIVISION PLAN
DETAILS — 4
GLENWOOD PARK
LYING IN SEC 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE CITY, FLORIDA
ONEWLII�ES
ANn CONS III I AIN I b LLC cc
STEVEN L. DOBBS, P.E. PROJECT NO. FL22024
DRAWN BY J M
SCALE AS SHOWN
DATE 2022-1 1-17
FLORIDA CERTIFICATE OF AUTHORIZATION NO. 00029206 DATE
STEVEN L. DOBBS ENGINEERING, LLC SHEET
1062 JAKES WAY OKEECHOBEE, FL 34974, PHONE (863) 824-7644 C603 OF 19
2.
3.
4.
5.
6.
7.
PAVEMENT C.I. COVER
(FOR PAVED AREA) CONCRETE VALVE PAD
FINISHED GRADE (FOR
NON —PAVED AREA)
COMPACTED
CAST IRON, ROADWAY TYPE, EARTH
EXTENSION VALVE BOX 3" PVC W/THREADED PVC
(INSIDE SCREW) INVERTED KEY PLUG (FLUSH)
TWO (2) PAIRS OF INSULATED METALLIC
10 GAUGE SOLID COPPER WIRE (TYP.)
EACH PAIR HEADING ON OPPOSITE
DIRECTIONS
PRESSURE MAIN
DUCT TAPE (5 PER
PIPE LENGTH)
ALL PVC PIPE SHALL REQUIRE TWO PAIRS OF INSULATED METALLIC LOCATING WIRES (10 GAUGE SOLID
COPPER) TAPED WITH 2" WIDE DUCT TAPE TO TOP CENTERLINE OF THE PIPE AT EVERY JOINT AND AT 4
ADDITIONAL EQUALLY SPACED POINTS PER LENGTH OF PIPE.
LOCATING WIRES TO TERMINATE ON EACH END AT A VALVE BOX, 4" ABOVE GROUND AND FOLDED BACK
INSIDE VALVE BOX.
LOCATING WIRES SHALL BE CAPABLE OF DETECTION BY A CABLE LOCATOR AND PASS A FIELD
CONDUCTIVITY TEST, OBSERVED BY THE O.U.A., FROM END TO END OF WIRES.
SPLICES SHALL BE CAPABLE OF COMPLETE SUBMERSION, SUCH AS BUTT SPLICE WITH RAYCHEM HEAT
SHRINK TUBING.
NO MORE THAN ONE SPLICE IN LOCATING WIRES BETWEEN VALVES IS ALLOWED.
PROVIDE POTTING COMPOUND AT TRACER WIRE JUNCTIONS AND SPLICES.
THE ENDS OF ALL LOCATING WIRES, WHETHER THEY ARE SPLICED, CONNECTED, OR TERMINATED, SHALL
HAVE THE LAST THREE INCHES PIG TAILED AS DETAILED HEREON.
4" WARNING TAPE
METALLIC
LOCATING WIRE + FINISHED GRADE
18" (MAXIMUM)
1" MAX
PVC PRESSURE MAIN
PVC PIPE LOCATING WIRE
PIG TAIL WIRE AFTER
PASSING THROUGH
#10 THW LOCATING SPLIT BOLT
WIRE (SOLID COPPER 4" MIN.
WIRE WITH BLUE COATING) j— —
�`2')
y
4' MIN. 1 /4" X 3/4" SPLIT BOLT
LOCATING WIRE DETAIL
LOCATION WIRE DETAILS FOR ALL ROAD CROSSINGS AND BORES 10/15 �oUA #17I
PLUG W/2"
HOLE AND
SS PLUG
PLAN
NOTES:
1. TERMINAL END SHALL BE MECHANICALLY RESTRAINED IN ACCORDANCE WITH QUA STANDARD DETAILS.
THE NUMBER OF PIPE LENGTHS TO BE RESTRAINED SHALL BE IN ACCORDANCE WITH THE
RESTRAINED JOINT TABLES.
2. SEE D9 FOR BLOW —OFF DETAILS.
1 1^0/15 QUA I #I151
TERMINAL END DETAIL
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE,
IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND
IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS,
P.E., SHALL BE WITHOUT LIABILITY TO NEWLINES ENGINEERING do SURVEY AND STEVEN L. DOBBS ENGINEERING, LLC.
MINOR SUBDIVISION PLAN
DETAILS - 5
GLENWOOD PARK
LYING IN SEC 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE CITY, FLORIDA
�ONEWLII�ES,,,cc
STEVEN L. DOBBS, P.E.
FLORIDA CERTIFICATE OF AUTHORIZATION NO. 00029206
STEVEN L. DOBBS ENGINEERING, LLC
1062 JAKES WAY OKEECHOBEE, FL 34974, PHONE (
DATE
63) 824-7
FL22024
BY J M
AS SHOWN
2022-1 1-17
C604 OF 19
N: 1059354.54
E.• 711816.79
ELEV. 28.22'
A27 8'
7.4'
?74276'
'23'
�274'
s
0
- -27.8'
0
v °
v
x27.6' X 26.20
7'
v
° v X,27.60 . -
° X'27.55
s
+27.
IDENTIFICATION I 0 OAK
v � •
X 26.30
0 2500
v �
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+26.6'
00 O°
0 0
0 'D28.00 28.00
24 " OA
26.0'
x26.9
NE 5TH STREET
.27.4-'
25.50-X X 25.30
da189'43'41 "EX252699.6 o
27.5 - - 27.50
K
X 26.20 (`r:'� I
° `tom.--''
277' x277' 27 6'
+23.9'
27.7'
c277.8' I
2 �++' 11
�27. _ _ _ _ _ _ _ _ A
D 70 OA
Z
W 6 OAK
' D 112" IRON ROD & CAP
Q BSM LB 8155
Z X 26.00 " 00
28.00 28.
N \`
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Z
27 5'
\\,27.5'
4' 1277' 127.3'
7.3'
9' 1272'
L
X
26.0'
s
26.2' c26.0'
26.1'
26.0'
v d
25.9' ■26. 1' X 24.70
M °
26.0' c26.1 ' o °
ICHMARK f40002
ND NAIL & DISC
IMPING ILLEGIBLE
N: 1058969.50
E. 711817.98
MATCHLINE SHEET C301 ELEV.= 26,34'
MATCHLINE SEE SHEET C302
4�MAN0
6' 0
+24.3' 14 "
w
OAK
" PINE
Ali
PALM
4 " bA K
OAK
AK „I_...
72"" OAK
078" PINL016'+ PALM M 12 OAK
032" t
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a ° X 26.83 , ,
v °
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4 ' OAK
6" OAK
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1011OAK
o SIN 47'50"W 27,K77
X 24.30
x?5.0" '° X
_iA -_-
4 '1 OAK
18 Ci
INV. ELEV. - 23.-
FND 518" IRON R�
o •> '. UN
v �
s X24.
OAK
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4"
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" O K 4' OAK
2" OAK
I
4' OAK
23.5' ooda.
KOAK
72 0
1
6" OAK
6' OAK
20" OA
I AM-
\N
+
" OAK
" OAK
0" OAK
" OAJ
I
I
16" PIN
012" 0 K
+24.2'
+24.2'
6" OAK 0" OAK
020" 0 K Ql�
v 1 OAK 22 ' K O O K
4 OAK
I PALM
Itv
" OAK
A=
014" OAK
0 " OAK
I
4 " OAK
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1
27.0
00 I +24.1'
FND 112"
STAMP BSM LB
• 14" PALM 4 OAK
36" OAK
x23.4'
X 23 30
NO IDENTIF,
E. 2 86. LEGEND
ELEV. = 26.
e
PROPOSED PALM TREE (14 PROVIDED)
b
18" CMP 26.2' -
e INV. ELEV. = 23.25'
6.1' 26.o PROPOSED TREE (11 PROVIDED)
° '25.
23.30 8D 8D 3D SD-SD-
,X26.2 26.1PROPOSED SHRUB (184 PROVIDED)
5, 25.8'
2 , '
EXISTING PALM TREE TO REMAIN (7 TOTAL) -
2 23.8'
v
P/ E °, b
gEXISTING TREE TO REMAIN (67 TOTAL)
�24.20
27.00
I
EXISTING PINE TREE TO REMAIN (8 TOTAL)
I \
NOTE
8 1. THERE ARE EXISTING TREES ONSITE THAT WILL MEET SOME OF THE LANDSCAPING
REQUIREMENT. SINCE THERE IS NOT A TREE SURVEY, THIS WILL BE FIELD ADJUSTED.
25.2' 25.8' 25.7' 2. THIS PLAN FOR SITE APPROVAL AND ONLY INDICATES THE LOCATION AND TYPE OF PROPOSED
W LANDSCAPING. THE SELECTED PLANT TO BE INSTALLED WILL HAVE TO MEET THE CITY OF
24 23. OKEECHOBEE'S DIVISION 4 LANDSCAPE CODE FOR TYPE AND SIZE OF PLANTS INSTALLED.
Z
3. THE NORTH PARCEL HAS ALREADY BEEN THROUGH SITE PLAN AND WAS PREVIOUSLY
27.00 I W APPROVED AND CERTIFIED PRIOR TO CERTIFICATE OF OCCUPANCY FOR THE LATEST CITY OF
G° I 24.40 /> OKEECHOBEE TRC APPROVAL.
b
4. CONSIDERATION WILL BE MADE TO PROTECT THE OVERHEAD UTILITY LINES FROM MATURE
w TREE GROWTH.
i� I LL
IbI M 5. PLANTINGS WILL BE ELECTED FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT'S
b I W XERISCAPE PLAN GUIDE, WITH AT LEAST 75% OF THE TOTAL REQUIRED PLANS BEING NATIVE
o VERY DROUGHT TOLERANT SPECIES AS LISTED IN THAT PLANT GUIDE.
�26.20 Z 6. TREES SHALL BE AT LEAST 10' HIGH AND 2" DIAMETER MEASURED 4' ABOVE GROUND LEVEL
Nd 1/2" I ON R D & CAP AT THE TIME OF PLANTING.
TA PED SM LB 8155"
7. LANDSCAPE AREAS WILL BE MULCH AROUND TREES AND SHRUBS.
8. FOR A DIVERSITY OF PLANTINGS, CABBAGE PALM (CAULIS PALMA) AND PINDO PALM (PINDO
k7.O
PALMA) WILL BE USE IN PLACES OTHER THAN DESCRIBE BELOW:
FOR TREES UNDER POWER LINES, DAHOON HOLLY (DAHOON ILEX), SILVER BUTTONWOOD
24.60 (ARGENTUM BUTTONWOOD), AND CRAPE MYRTLE (CRAPE MYTUS) WILL BE USED.
b. FOR SHADE IN THE PARKING AREAS, LIVE OAK (VIVAMUS QUERCUS), BLACK OLIVE (OLIVAE
NIGRAE) OR GREEN BUTTONWOOD (GREEN BUTTONWOOD) WILL BE USED.
' 124.
25.5' 26.0' 25.8'
b �
!7.00
° I 24 80
b I FND 112"ION ROD
STA PED "ESM LB 87.
v 4.
• v
-*26.20 25.( -
X 5. 24. S
0
�v
w
f 25.00
`27.00
� 25.8'
o +2
0
U/
+25.8
27.00
• X 24
v°
-26. 1'�25.8'
1 P
f25.66 °
v
C
v s
NV V.= 2
s
.52
26.0'
x25.2
X2 X25.4'
25.8' ■26.0' 25.7'
x24. 1'
X24.0'
9D 8D 8D
)C22.90 -
23.
X 22.50-s
°v,
25.5'
25.8'
= 23.
6'
78" RCP S INV.
ELEV. = 78.
6
o
I _
R' 5.8'
NE 4TH STREET q
GRAPHIC SCALE
20 0 10 20 40
80
SCALE: 1:250
LANDSCAPING REQUIREMENTS
TREES
SHRUBS
1 TREE AND 3 SHRUBS FOR EVERY 3,000 SF OF LOT AREA -
87,120 SF
30
90
AT LEAST 1 TREE AND 3 SHRUBS FOR EACH 300 SF OF
REQUIRED LANDSCAPED BUFFER
270 LF OF NON -DRIVEWAY FRONTAGE ON NE 5TH ST FOR 10'
BUFFER REQUIRES 2,700 SF OF LANDSCAPED AREA
9
27
220 LF OF NON -DRIVEWAY FRONTAGE ON NE 3RD AVE FOR 10'
BUFFER REQUIRES 2,200 SF OF LANDSCAPED AREA
7
22
270 LF OF NON -DRIVEWAY FRONTAGE ON NE 4TH FOR 10'
BUFFER REQUIRES 2,700 SF OF LANDSCAPED AREA
9
27
300 LF OF FRONTAGE ON NE 2ND AVE FOR 10' BUFFER
REQUIRES 3,000 SF OF LANDSCAPE AREA
10
30
18 SF OF LANDSCAPING FOR EVERY PARKING SPACE - 1 TREE
AND 3 SHRUBS FOR EVERY 72 SF OF LANDSCAPING - 50
15
45
PROPOSED PARKING SPACES
LANDSCAPE ISLANDS MIN 5' X 150 EVERY 10 SPACES MA.
UNINTERRUPTED SPACES 12
MULTIFAMILY TWO TO FOUR BEDROOMS (3 TREES PER UNIT) -
22 UNITS
70
210
MULTIFAMILY ONE BEDROOM (2 TREES PER UNIT)
0
0
TOTAL:
70
210
NOTES: LANDSCAPING REQUIREMENT WILL REQUIRE MINIMUM
LANDSCAPING BASED ON MULTIFAMILY UNITS OF MORE
THAN 2 BEDROOMS OF 70 TREES AND 210 SHRUBS.
( IN FEET )
1 inch = 20 ft.
MATCHLINE SEE SHEET C301
MATCHLINE SHEET C302
- 8D 8D 8D
—2 ' . 7'
26.7' 126.7'
❑ #273'
27.2'
ago
NE 4TH STREET
NE 3RD STREET
NE 4TH STREET
GRAPHIC SCALE
20 0 10 20 40
7' `INV. ELEV. = 25.44'
25.6
11I
LEGEND
PROPOSED PALM TREE (27 PROVIDED)
PROPOSED TREE (14 PROVIDED)
PROPOSED SHRUB (176 PROVIDED)
EXISTING PALM TREE TO REMAIN (2 TOTAL)
C
EXISTING TREE TO REMAIN (15 TOTAL)
I
/ EXISTING PINE TREE TO REMAIN (1 TOTAL)
NOTE
1. THERE ARE EXISTING TREES ONSITE THAT WILL MEET SOME OF THE LANDSCAPING
REQUIREMENT. SINCE THERE IS NOT A TREE SURVEY, THIS WILL BE FIELD ADJUSTED.
2. THIS PLAN FOR SITE APPROVAL AND ONLY INDICATES THE LOCATION AND TYPE OF PROPOSED
LANDSCAPING. THE SELECTED PLANT TO BE INSTALLED WILL HAVE TO MEET THE CITY OF
OKEECHOBEE'S DIVISION 4 LANDSCAPE CODE FOR TYPE AND SIZE OF PLANTS INSTALLED.
3. THE NORTH PARCEL HAS ALREADY BEEN THROUGH SITE PLAN AND WAS PREVIOUSLY
APPROVED AND CERTIFIED PRIOR TO CERTIFICATE OF OCCUPANCY FOR THE LATEST CITY OF
OKEECHOBEE TRC APPROVAL.
4. CONSIDERATION WILL BE MADE TO PROTECT THE OVERHEAD UTILITY LINES FROM MATURE
TREE GROWTH.
5. PLANTINGS WILL BE ELECTED FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT'S
XERISCAPE PLAN GUIDE, WITH AT LEAST 75% OF THE TOTAL REQUIRED PLANS BEING NATIVE
VERY DROUGHT TOLERANT SPECIES AS LISTED IN THAT PLANT GUIDE.
6. TREES SHALL BE AT LEAST 10' HIGH AND 2" DIAMETER MEASURED 4' ABOVE GROUND LEVEL
AT THE TIME OF PLANTING.
7. LANDSCAPE AREAS WILL BE MULCH AROUND TREES AND SHRUBS.
8. FOR A DIVERSITY OF PLANTINGS, CABBAGE PALM (CAULIS PALMA) AND PINDO PALM (PINDO
PALMA) WILL BE USE IN PLACES OTHER THAN DESCRIBE BELOW:
a. FOR TREES UNDER POWER LINES, DAHOON HOLLY (DAHOON ILEX), SILVER BUTTONWOOD
(ARGENTUM BUTTONWOOD), AND CRAPE MYRTLE (CRAPE MYTUS) WILL BE USED.
b. FOR SHADE IN THE PARKING AREAS, LIVE OAK (VIVAMUS QUERCUS), BLACK OLIVE (OLIVAE
NIGRAE) OR GREEN BUTTONWOOD (GREEN BUTTONWOOD) WILL BE USED.
KEY MAP
SCALE: 1:250
LANDSCAPING REQUIREMENTS
TREES
SHRUBS
1 TREE AND 3 SHRUBS FOR EVERY 3,000 SF OF LOT AREA —
87,120 SF
35
105
AT LEAST 1 TREE AND 3 SHRUBS FOR EACH 300 SF OF
REQUIRED LANDSCAPED BUFFER
270 LF OF NON —DRIVEWAY FRONTAGE ON NE 5TH ST FOR 10'
BUFFER REQUIRES 2,700 SF OF LANDSCAPED AREA
9
27
220 LF OF NON —DRIVEWAY FRONTAGE ON NE 3RD AVE FOR 10'
BUFFER REQUIRES 2,200 SF OF LANDSCAPED AREA
10
30
270 LF OF NON —DRIVEWAY FRONTAGE ON NE 4TH FOR 10'
BUFFER REQUIRES 2,700 SF OF LANDSCAPED AREA
9
27
300 LF OF FRONTAGE ON NE 2ND AVE FOR 10' BUFFER
REQUIRES 3,000 SF OF LANDSCAPE AREA
7
22
18 SF OF LANDSCAPING FOR EVERY PARKING SPACE — 1 TREE
AND 3 SHRUBS FOR EVERY 72 SF OF LANDSCAPING — 50
15
45
PROPOSED PARKING SPACES
LANDSCAPE ISLANDS MIN 5' X 150 EVERY 10 SPACES MA.
UNINTERRUPTED SPACES 12
MULTIFAMILY TWO TO FOUR BEDROOMS (3 TREES PER UNIT) —
70
210
22 UNITS
MULTIFAMILY ONE BEDROOM (2 TREES PER UNIT)
0
0
TOTAL:
70
210
NOTES: LANDSCAPING REQUIREMENT WILL REQUIRE MINIMUM
LANDSCAPING BASED ON MULTIFAMILY UNITS OF MORE
THAN 2 BEDROOMS OF 70 TREES AND 210 SHRUBS.
( IN FEET )
1 inch = 20 ft.